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SGN-11-1848Permit Number: SGN -10 -11 -1848 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 frspection Number: INSP - 169567 Inspection Date: February 07, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: TGSV ENTERPRISES INC Permit Type: Sign Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 Phone: (305)323 -5755 Building Department Comments SIGNAGE STRUCTURES 1 BUILDING SIGN NW 3RD AVE AND NW 115 ST Passed ,,,j' I Inspector Comments CREATED AS REINSPECTION REINSPECTION INSP- 165301. Letter loose on wall. method of attachment All ok except wording FOR INSP- 167553. CREATED AS FOR INSP- 167428. CREATED AS REINSPECTION FOR Provide attachment detail from designer showing to resist the wind loads form 146 mph winds. not to be installed. Provide revision. NB �/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 07, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 RECEIVED MANUEL SYNALOVSKI ASSOCIATES, LLC FEB 0 7 2012 1800 Eller Drive, Suite 500 • Fort Lauderdale, FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807 BY: _ February 2, 2012 Norman Bruhn Building Official /Director Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138 -2382 RE: Barry University Center for Community Health and Minority Medicine Building Marker Sign Permit # SGN -10 -11 -1848 Dear Mr. Bruhn: As the Architect of Record, we offer the following as clarification as it relates to the lettering for the building marker sign at CCHMM. Barry University is defining the text that will go on the sign and therefore has removed the lettering scope from the active Permit # SGN -10 -11 -1848 for now. They will submit for permit separately when the text has been determined. Please feel free to contact us should you have any questions or concems with the above. Respectfully, Manue ynalovski, AIA, LEED AP Managing Partner FL Lic. #11,628 tbB-),z111 -- ANNIE Ui Miami Shores Village RECEIVE Building Department OCT 0 7 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 B'Y: 1 f INSPECTION'S PHONE NUMBER: (305) 762.4949 BU L ING Permit No. c, N 11-4 8-"`9 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) _Bang University Phone # Owner's Address 11300 NE 2nd Ave City Miami Shores State FL Zip 33138 Phone # Tenant/Lessee Name Email Job Address (where the work is being done) V 2 17,0 PiK N\3 l IS S City Miami Shores Village FOLIO / PARCEL # 11- 2136 -000 -0050 Is Building Historically Designated YES County Miami -Dade Zip NO Flood Zone Contractor's Company Name TGSV Enterprises, Inc. Phone # 305 -823 -5755 Contractor's Address 1301 West 68th Street City Hialeah State Florida Zip 33014 Qualifier Name Rny Rndri Vtpz Phone it 305- 823 -5755 State Certificate or Registration No. Certificate of Competency No. Contact Phone 305 -970 -6279 E -mail roy@tgsv.com Architect/Engineer's Name (if applicable) Manuel Synalovski Phone # 954 - 961 -6806 Value of Work For this Permit $ 10, (,+ _ - Square / Linear Footage Of Work: N/A Type of Work: X Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Signage structures (.) at ii,D1NC, S.1 0 , *, , , ** * * * ** * * ***** * * **** *** *** ******* Fees * *,t * *, , , *,., * * * *, * *** ** *** ************* ** *** Submittal Fee $ oC-j4-1 Permit Fee $ s•7 Q a CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $14;161- o Total Fee Now Due $ bo See Reverse side -+ Bonding.Company's Name (if applicable) Bonding C nnpany'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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I 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,,, . „inspection fee will be charged. Signature Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this 1 S4 The foregoing instrument was ackno g before me thisi 9 day of Aita , 20 .L, by I tc h 4 GOVA , day of . L , 2011 , by e •O J c J , who is personally known to me or who has produced who is pe `onal known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Co • ' — • A -:._!4 1 1 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY , XXV. X l/ Plans Examiner (Revised 07110 /07)(Revised 06 /10/2009) Engineer ssion E 8* *� * ** 4 °% LABlii,CAM .104MT' MY COMMISSION #1)1)982630 EXPIRES: Sane 14, 2014 1.8049Aay FL Notary Ihaoamt ASSOC. Co. * /d://3// Zoning Clerk checked ads Permit No: 11 -1848 Job Name: October 19, 2011 Miami Shores Viiiage Building Department Building Critique Sheet 1) Provide an electrical permit application. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 11- Job Name: Date: Miami Shores Viiiage Building Department Zoning Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. David Daquisto Planning Director 305 - 795 -2207 3055589020 Line 1 08:57:41 02 -11 -2011 TGSVE -1 3/3 OP ID: T4 '`'�� °� CERTIFICATE OF LIABILITY INSURANCE DAT10 /13D/YYY1� 10/13/11 THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES IOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED _PRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954 - 776 -2222 Brown & Brown of Florida, Inc. 1201 W Cypress Creek Rd # 130 954 - 776 -4446 P.O. Box 5727 Ft Lauderdale, FL 33310 -5727 Andrew Noye, CIC, CRIS NAME PHONE FAX INC. No. EA 1 * (NC, No): EMAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Amerisure Insurance Co. 19488 INSURED TGSV Enterprises, Inc. Attn: Ginger Tatum 1301 West 68th Street Hialeah, FL 33014 INSURER B:Amerisure Mutual Ins. Co. 23396 INSURER c : North River Insurance Co. 21105 INSURER D: $ 1,000,000 INSURER E : $ 300,000 $ 10,000 $ 1,000,000 $ 2,000,000 $ 2,000,000 INSURER F : CLAIMS -MADE X OCCUR • .+av,l r.vM......■• THIS IS TO CERTIFY T)-IAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL INFR SUER INVn POIJCY NUMBER POLICY EFF IMMIDDIYYYYI POLICY EXP IMM/DD1YYYY1 LIMITS B ' GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY GL2057544030011 10/16/11 10/16/12 EACH OCCURRENCE $ 1,000,000 teiREVETO RENTED PREMISES (Ea oc� urrenceL MED EXP (Any one person) PERSONAL S. ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGG $ 300,000 $ 10,000 $ 1,000,000 $ 2,000,000 $ 2,000,000 CLAIMS -MADE X OCCUR GENII AGGREGATE LIMIT APPLIES PER POLICY 1 5 1 jERi n LOC � Emp Ben. $ 1,000,000 B AUTOMOBILE X LIABIUTY 20575430302 10/16/11 10/16/12 COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON AUTOS � BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C )( UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE 5530946391 10/16/11 10/16/12 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 2,000,000 $ DED I X RETENTION 5 None A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY �E PA ED NE I r CEM UED? (Mandatory In NH) i f N Nyes desotibe under DESCRIPTION OF OPERATIONS below NIA WC205936002 01/12/11 01/12/12 WC STATU- X I TORY LIMITS I ER E.t EACHACCIDENT $ 1,000,000 E.L. DISEASE • EA EMPLOYEES 1,000,000 E.L. DISEASE -POLICY LIMIT $ 1,000,000 Commercial Appilca DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule If more space Is required) r•CDT.rinn -r u,..... -•• CANCELLATION MIAMISH Miami Shores Village 10050 N.E. 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Saati Oa IV" Ml NW 9* M.i! Fort Leadaraidat MO* Job Nos S/ 1 &too Dote Z• j; X oae- : C- �e 7..G$ � C _ __ I4 9 tom• .2 /+ /7 1t .sr 4. 4"02/ (- CV) (1. /j 04') No a•/�► V ern h � 3 9%5 a .r.3•^- cgsiA • /, Z . 34 �+`'t' ° (7�� 2.�x•g 4,t,eS #c-v) cAr.--1( • `6 CX k cf- T41.$4-1 44""w'` 45'q � °x•°'x#'b°` CITY COPY Saad Elia El -Rage Consulting Engineers 5601 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771 -8149 Height of wall pcf :– lbf — ft psf := lbf kip := 1000.1bf plf := lb—ftf Job Title:BARRY MON. SIGN Project Number. S11-60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Wind Design of Cantilever CMU Walls Trib. Width Effective Width of wall Resisting Load H := 4.66•ft b := 16in Per American Society of Civil Engineers, ASCE 7-05 "Minimum Design Loads for Buildings and Other Structures" Building Category: 11 Wind directionality factor. Velocity pressure exposure coefficient Kd —0.85 Topographic factor. 4Ir:.'t := 1 Wind Velocity. Importance Factor V := 146 mph I := 1.15 bt := 16•in (defnedinsection6.5.4.4) pg. 80 Exposure "C" (definedintable6 – 3) pg. 79 "No change in topography, therefore not included" pg. 27 qZ = 4534psf KZ := 0.85 (defined insection6.5.7.2) Velocity Pressure: qz := 0.00256•KZ•K2i•Kd•V2•I•psf Wind Pressu Gust Effect Factor. G := 0.85 (definedinsection6.5.8.1) Using Force Coefficient ,Cf := 1.53 �definedinfigure6 – 20) p `z•G•Cf Acting Wind Load p = 58.965psf Total Load fm := 1500-psi fs := 24000 -psi Ww := p•b Ww = 78.6 lbf ft Acting Moments M := 1.(ww•H2) M = 8541bf•ft Material Properties Em := 900•(fm);(As Specified in Section1.8.2.2.1 of the ACI 530 Latest Edition) Es := 29- 106 -psi Distance to Reinforcement Provided Area of Steel K: nAs Using bt For Initial Guess Value of yy := 1•in d : =3.82in As := 1•31•in K = 0.416 in Distance to Neutral Axis Transform Moment of Inertia Compression Section Modulus Tension Section Modulus Compression fc := Sxc Tension fs := n• Sxt M .fin [ (0.5 )•yy +K d yy +K 'yy 3 Ix = bt3 + n.As.(d d – y)2 Ix Ss, =- y Sxt := (d – y) Acting Stress fc = 269 psi fs = 9900psi Ix Es n := — Em n = 21.481 1#5 bar @16"O.C. y = 1.407in Ix = 53.6291n Sxc = 38.107 in Sxt = 22.228 in3 Allowable Stress < Fc := C 1 •fm) Fc = 500 psi 3 < Fs = fs Fs = 24000 psi Therefore OK Therefore OK Saad Elia El -Rage Consulting Engineers 5601 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771 -8149 psf := —lbf ft = lbf ft Job Title:The BARR MON SIGN Project Number. S11-60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Footing Design for Cantilever CMU Walls 8" CMU Wall Weight All. Soil Pressure W := 63-psf qs := 2500•psf Moment capacity of the Floor Slab Conc. slab Comp. strength Slab Sect. Mod. Allow. Conc. tension Allow. Slab Moment Acting Wall Moment Footing Overturning Moment Mo = M– Mn t2 S.= 6 Density of concrete Density of Soil Slab thickness fc = 3000•psi Om.2 Ft := 5- fc•psi Ft = 274psi Mn := Ft•S•b Mn = Olbf•ft M = 853.641bf•ft Mo = 8541bf -ft Assuming Footing Width Weight of Footing Weight of Wall Weight of Soil Total Weight bf := 2.54t Resisting Moments Factor of Safety Soil Pressure Load Eccentricity e := MO c Wt Allowable Soil Pressure for Wind Load Combinations Max Soil Press. ye = 145•pcf ys:= 110•pcf t =0•in Assumed. Ftg Depth W f := D•b -bf•yc We := H•bt•W Ws := brys.b-(1.33•ft) Wt := Wf + We + Ws 2 Mr = •(Wt•bf) FS := Mr Mo Wf = 483 lbf We = 3911bf Ws = 4881bf Wt = 13621bf Mr = 17031bf•ft FS = 1.995 > 1.5 OK e = 0.627ft bf = 0.417ft < e ® Triangular Soil Pressure 6 x = 3•(0.5•bf – e) x = 1.87ft qs := 125•% = 3125psf 2-Wt x -b qa = 1093 psf < qs' OK Saad Elia El -Rage Consulting Engineers 5601 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771 -8149 Factorized Moment psf := lb2f ft Mu := Mr(1.4) For. d = D - 3.5-in d = 8.5 in fc' := 3000•psi :_ F := bf•d2 Ku := Mu (4•fc') 44402 - 44.59•040•Ku 2•(.59•$•fc') Area of Steel Required Ku = 1.9 kip ft.ft Job Title:BARRY MON SIGN Project Number. S11-60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Mu = 2.384kip•ft fy := 60000•psi 4 := .9 a = 4.9031x 10-3 p := o• fY As := p•(18•in)•d Ag = 0.038in Temperature Steel Required Asap := .0018•bf•D p = 0.00025 Asap = 0.65 in2 Deflection Check for Cantilever CMU Walls H =4.66ft Max Deflection @ Free End 6 = 0.11 in 8 Ww•H4 •- 8•Em•Ix Ii = 031 in Therefore OK 180 all 1li/ _a` ever alliscK t Saad Elia EI -Hage Consulting Engineers 5801 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771 -8149 Height of Pilaster pcf := Ib3 ft psf = lbf ft2 kip := 1000•lbf p� = lft Job Ttle:BARRY MON SIGN Project Number. S11-60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Wind Design of Cantilever CMU Wall Pilasters Trib. Width Effective Width of wall Resisting Load Hai 6.83.ft b := 24in Per American Society of Chid Engineers, ASCE 7-05 "Minimum Design Loads for Buildings and Other Structures" Building Category: II Wind directionality factor. Kd := 0.85 Velocity pressure exposure coefficient Wind Velocity: V := 146 mph Importance Factor I := 1.15 Lbt =24.n (definedinsection6.5.4.4) pg. 80 Exposure "C" KZ := 0.85 (definedintable6 - 3) pg. 79 Topographic factor. KA = 1 (definedinsection6.5.7.2) "No change in topography, therefore not included" Velocity Pressure: qZ := 0.00256•K .K, Kd•V2•I•psf pg. 27 qz = 4534psf Wind Pressure Gust Effect Factor G . 0.85 (definedinsection6.5.8.1) Using Force Coefficient Cf : 2.31qdefinedinfigure6 - 20) P 42'G•Cf Acting Wind Load p = 90.181 psf Total Load ww := p•b Ww = 180.4 _ Ibf ft fs := 24400•psi Acting Moments m:= 1-(ww H2) M = 42071bf•ft Material Properties Em 900•(fm) (As Specified in Section1.8.2.2.1 of the ACI 530 Latest Edition) 24" X 24" Pilaster Es := 29.106 -psi Distance to Reinforcement Provided Area of Steel K := n•As Using bt For Initial Guess Value of yy = 1-is Distance to Neutral Axis y = roo yy - [(0.5»12; K d 'yy d : ='20.0•in As ;= 2•.31•in K = 0.555 in n := Es Em n = 21.481 One #5 rebar @ EA comer 3 Transform Moment of Inertia Ix := bt3 + n•As•(d - y)2 Compression Section Modulus Sxc = Ix y Ix Tension Section Modulus Sxt := (d - y) Acting Stress Allowable Stress Compression fc := S fc = 54psi < Fc := Fc = 500psi Therefore OK M Tension fs := n.— fs = 4377psi < Fs := fs Fs = 24000psi Therefore OK y = 4.188in Ix= 3.918x103in4 Sx4 = 935.484in3 Sxt = 247.752in3 SXt • Saad Elia El -Hage Consulting Engineers 5601 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771 -8149 psf lb := ft f := lbf Job Title:BARRY MON SIGN Project Number. 811.60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Footing Design for Cantilever CMU Pilaster 8" CMU Wall Weight W = 75•psf Density of concrete All. Soil Pressure y = 145•pcf qs := 2500•psf Moment capacity of the Floor Slab Conc. slab Comp. strength Density of Soil Slab thickness fc = 3000•psi Slab Sect. Mod. S =- 6 S= 0 i 2 Allow. Conc. tension Ft := 5• fc•psi Ft = 274psi Allow. Stab Moment Acting Wall Moment Footing Overturning Moment Mo := M — Mn Mn := Ft•S•b Mn = Olbf•ft M = 4206.861bf•ft Mo = 42071bf•ft Assuming Footing Width Weight of Footing Weight of Wall Weight of Soil Total Weight bf = 3.5 -ft Resisting Moments Factor of Safety Soil Pressure Load Eccentricity e := M0 Wt Allowable Soil Pressure for Wind Load Combinations Max Soil Press. Assumed Ftg Depth wf := D•bf2•Yc We := H -bt•W Ws := bf•ys b- (1.33•ft) Wt := Wf +Wc +Ws Mr := 2•(w.bf) Mr FS := Mo MUD Wf = 23621bf We = 10251bf Ws = 10241bf Wt = 44111bf Mr = 7719ft•lbf FS = 1.835 > 1.5 OK e = 0.954 ft bf = 0.583 ft 6 x := 3•(0.5•bf — e) x = 239ft qs, := 1.25•gs qs, = 3125psf < e ® Triangular Soil Pressure 2-Wt (la x•b ga = 1846psf < qs OK Saad Elia El-Nage Consulting Engineers 5601 N.W. 9th Av.Suite 401 Ft. Lauderdale, FL 33309 (954) 771-8149 Factorized Moment lbf psi := — ft 2 Mu := Me(1.4) For d := D - 3.5.in d = 12.46in fc' := 3000-psi w:= 24.59+ fc') Mu F := bf-cl 2 Ku := — F Ku = 2.9 Idp (4)-fc) - 4(4)-fc)2 - 44.59-4-f4Ku ArmeSteeMequirW Temperature Steel Required ft-ft Job Title:BARRY MON SIGN Project Number S11-60 Sheet No. Date: 08/20/11 Calculated by: S.E.H Mu = 10.8071dp-ft fy := 60000-psi := .9 = 73984 x 10-3 p := (pl: p = 0.00037 fY As := 13.030-d As = 0.194 in2 Astemp := .0018-bf-D Astemp = 1.21 in2 Use 71' 3'-6" x 11.4" Footing Reinf. WI 4 Wav BotL Deflection Check for Cantilever CMU Walls H = 6.83ft Max Deflection © Free End 8 = 0.02in 8 Ww-H4 8•Em•Ix :- H = 0.46in Therefore OK 180