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ACT-16-167 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256163 Permit Number: ACT-1-16-167 Scheduled Inspection Date:April 04,2016 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MANAGEMENT LLC,ADVANCE Work Classification: New r' ^01nA Job Address:9190 BISCAYNE Boulevard Miami Shores,FL Phone Number Parcel Number 1132060100030 Project: <NONE> Contractor: SAUL SIGNS INC Phone: (305)26648484 Building Department Comments AWNING✓SIGNAGE INSTALLATION Infractio Passed Comments INSPECTOR COMMENTS False TO CANCEL PERMIT#ACT15-1681 Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 01,2016 For Inspections please call: (305)762-4949 Page 33 of 35 Miami Shores VillageWit- ar. fr" 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 Phone: (305)795-2204 Ent a - g� x � � �� Expiration: 06107/2016 Project Address Parcel Number Applicant 9190 BISCAYNE Boulevard 1132060100030 Miami Shores, FL Block: Lot: BRITE STONE INVESTMENT LLC Owner Information Address Phone Cell BRITE STONE INVESTMENT LLC 9190 BISCAYNE Boulevard (786)340-7513 MIAMI SHORES FL 33138- 9190 BISCAYNE Boulevard MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 715.00 SAUL SIGNS INC (305)266-8484 --- -� Total Sq Feet: 42 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work:AWNING/SIGNAGE INSTALLATION Additional Info: Review Electrical Classification:Commercial Color Approved:In Review:In Review Review Planning Code Comments:: Code Approved::In Review Review Building Code Denied: Scanning:4 Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# ACT-1-16-58405 DBPR Fee $2.00 01/21!2016 Credit Card $50.00 $187.60 DCA Fee $2.00 Education Surcharge $0.20 02/09/2016 Credit Card $187.60 $0.00 Permit F".a $100.00 Pian Ravi I Fee(Engineer) $120.00 Scanningfee $12.00 Technology Fee $0.80 Total:J. y $237.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations Pe 9 Pe P eg pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting;His permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fQr'ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER$1AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ut ,I authorize the above-named contractor to do the work stated. February 09,2016 Jtjthodfid Sig re:Owner / Applicant / Contractor / Agent ate Building Department Copy February 09,2016 1 f ` R �� � ,1� Miami Shores Village ` t Building Department JAN 2 1 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 I U Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 "F �F,BBC 201"1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION RENEWAL F-1 PLUMBING ❑MECHANICAL [:]PUBLICWORKS J� CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9190 Biscayne Blvd City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-010-0030 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Brite Stone Investment LLC Phone#: Address:1160 Kane Concourse#202 City. Bay Harbor Islands State: Florida Zip: 33154 Tenant/Lessee Name: Bank of America Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: E56t tAIl' City: State:... Zip �� Qualifier Name: Phone#: State Certification or Registration#: ® Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit.$ ij IIS •®y Square/Unear Footage of Work: Type of Work: —❑ Addition ElAlteration New ❑ Repair/Replace ❑ Demolition (Description of Work: � VIA 1 A S fA I(R l 0'1 -C ' G'A I C Specify color of color thru We: 00~�� Submittal Fee$ 0 Permit Fee$ CCF$� l CO/CC$ Scanning Fee$ Radon Fee$ 9Q • 0 //.�D�BPRn$ a Notary$ Technology Fee$ 0- Training/Education Fee$ l�• L CJ Double Fee$ Structural Reviews$ 0• Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 C � 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: 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 b p roved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foreg9ing instrument was acknowledged before me this The foregoing instrument was actino ledged before me this 7 day of �t ----,20-�by �day of 20 by �r�/�J�?G� D�r��cJi✓� who is personally known to_ who is personally known fe gr who has produced as me or who has produced as identification and who did take an oath. identification and who did to n oath. NOTARY PUBLIC: NOTARY PUBLI . Sign: Sign: 11 0011dezPrint: r' r cV Print: _ r•••` � y oris Borukhov Seal: ' -Commtsstoa 6439 Seal: ,,- EXPIRE Sept 03, 2018 = P P30 2011 ONNOTARY.COM �y fres: SEP BONDED NOTR1,LLC APPROVED BY ((e Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Propert Search Application - Miami-Dade County Page 1 of 1 "'FFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 1/21/2016 Property Information Folio: 11-3206-010-0030 Property Address: 9190 BISCAYNE BLVD Miami Shores,FL 33138-3224 Owner BRITE STONE INVESTMENT LLC 1160 KANE CONCOURSE#202 `f Mailing Address BAY HARBOR ISLANDS, FL 33154j. 1 ;� USA Primary Zone 6400 COMMERCIAL-CENTRAL , 2313 FINANCIAL INSTITUTION : r Primary Land Use OFFICE BUILDING Beds/Baths/Half 0/0/0 Floors 2 y: Living Units 0 Actual Area 13,686 Sq.Ft r Living Area 13,686 Sq.Ft Adjusted Area 12,809 Sq.Ft Taxable Value Information Lot Size 39,000 Sq.Ft 2015 2014 2013 County Year Built 1962 Exemption Value $0 $0 $0 Assessment Information Taxable Value $1,950,000 $1,353,220 $1,353,220 Year 2015 2014 2013 School Board Land Value $1,170,000 $780,000 $975,000 Exemption Value $0 $0 $0 Building Value $780,000 $573,220 $378,220 Taxable Value $1,950,000 $1,353,220 $1,353,220 XF Value $0 $0 $0 City Market Value $1,950,000 $1,353 220 $1,353,220 Exemption Value $0 $0 $0 Assessed Value $1,950,000 $1,353,220 $1,353,220 Taxable Value 1 $1,950,000 $1,353,220 $1,353,220 Regional Benefits Information Exemption Value $0 $0 $0 Benefit Type 2015 2014 2013 Taxable Value $1,950,000 $1,353,220 $1,353,220 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). Sales Information Short Legal Description Sale Previous Price OR Book- Qualification Description Page 6 53 42.88 AC M/L 29094- 03/28/2014 $2,400,000 2011 Qual by exam of deed SHORES CENTER PB 49-42 PT TR A BEG 52.07FT SWLY OF X OF 08/01/2007 $1,167,000 25900- Other disqualified S/L NE 92 ST&WLY R/W/L 1 1902 BISC BLVD CONT SWLY140.15FT TH 08/01/2007 $0 26493- Sales which are disqualified as a result 1927 of examination of the deed 07/01/2007 $0 25901- Sales which are disqualified as a result 2827 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 1/21/2016 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company BRITE STONE INVESTMENT LLC Filing Information Document Number L13000177392 FEI/EIN Number N/A Date Filed 12/27/2013 Effective Date 01/01/2014 State FL Status ACTIVE Principal Address 9559 collins ave suite 703 surfside, FL 33154 Changed: 01/02/2015 Mailing Address 9559 collins ave SUITE 703 surfside, FL 33154 Changed: 01/02/2015 Registered Agent Name & Address advance florida management Ilc 9559 collins ave suite 703 surfside, FL 33154 Name Changed: 01/02/2015 Address Changed: 01/02/2015 Authorized Person(s) Detail Name &Address Title MGR ADVANCE FLORIDA MANAGEMENT LLC http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetaiI?inquirytype=Entity... 1/21/2016 Detail by Entity Name Page 2 of 2 9559 collins ave 703 surfside, FL 33154 Annual Reports Report Year Filed Date 2015 01/02/2015 Document Images 01/02/2015 --ANNUAL REPORT View image in PDF for 12/27/2013 -- Florida Limited Liability View image in PDF format Cupyc.h _;. ';'.ate of F o:?da,Depe,it,'nt of`:itatr http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/21/2016 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company ADVANCE FLORIDA MANAGEMENT LLC Filing Information Document Number L13000017618 FEI/EIN Number N/A Date Filed 02/04/2013 Effective Date 02/01/2013 State FL Status ACTIVE Principal Address 9559 collins ave suite 703 surfside, FL 33154 Changed: 01/02/2015 Mailing Address 9559 collins ave suite 703 surfside, FL 33154 Changed: 01/02/2015 Registered Agent Name & Address POLIAKOVA, ANNA 9559 collins ave suite 703 surfside, FL 33154 Address Changed: 01/02/2015 Authorized Person(s) Detail Name &Address Title MGMR POLIAKOVA, ANNA 9559 collins ave suite 703 surfside, FL 33154 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/21/2016 Detail by Entity Name Page 2 of 2 Annual Reports Report Year Filed Date 2014 03/12/2014 2015 01/02/2015 Document Images 01/02/2015—ANNUAL REPORT View image in PDF format 03/12/2014--ANNUAL REPORT View image in PDF format 02/04/2013-- Florida Limited Liability View image in PDF format Copyright(D and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/21/2016 of u{ationsl 1Mth the Cense You of B twee end t�{�n booms twobarbeque MW y keep Fior 's Y rte.to improve 1 the way we do bu*W"in order to � serve you twtl�er Fw rwdT about�WW more intafmao i ra o wwwinyfloritsil . There you subeaft aboUt our divisions and the more �m that logo DeP s tD rhnetrt newsletters es. Pitta iva W;.%o3 a4MG Pub s,aopcan uaaHuaq our Is-.LIWW El SY+R Fetrhl eddre siom epuow;o acus inog8 ino Ptni o L mission et the D betler so that You can serve Your axwtr Thank u�dnesg h Florida c+9 �0"s on yw new IkW%sI DETACH HERE KEN I,,A1AS0N,SECRETLY RICK SCOTT,GOVERNOR STATE OF FLORIDA � OF BUSN�S I AND pROFESSIOIdAI RE®ULA'flON DEPARET C�CAL COMMMRg SENSING BOARD .v z ESCOMM CTOR Tire SPECIALTY ELECTRICAL CONTRA Named below IS CERo Cha 489 FS. Under the Provk&m Expita►tlon date: AUG SI 18 ® a ASA SIGN ELECTRICAL SPECIALIST � AMORE VICENTE SAUL SIGNS INC H�IA WEST 17'I'Fi ST FL 33010 f SEQ# L14o713t01M I MSUM 07/13=14 DISPLAY AS REQUIRED BY LAW Local Business Tax 113ceipt Miami-C?adeCounty, State of Florida THIS IS NOT A BILL-00 NOT PAY 5171327 BUSINESS NAM FJLOCA TION RECEIPT NO. EX PIKES SAUL SIGNS 114C RENEWAL; SEPTEMBER 30,2016 151 WEST 17 STREET 217=4 MustbedleplaW sitPisae01bualneds HIALEAH,FL 33010 Pursuant to County Code Chapter SA-Art.9&i 10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED SAUL SIGNS INC 196 SPEC ELECTRICAL BY TAX COLLECTOR CONTRACTOR 135.00 49101/2015 wb ker(s) 40 ES0000297 CREDITCAkD-154043394 THsL dBudnssTexFtcdptodycon*mspgrrotddmLocdBuslnewTWLIWF ptisrotalicerme, permit,oramd"cation dtheholdsr'squsll"aMlamtodob sines.Holder nvAcamplywlth wVgmmffvmnid regjahgylaws wdre*dfarrm ewtdchepoytotheiusiness. TtletampfNO elom amotbedispeyetimall cormerdd vetddes-Mtmd-0Kb0odeSsoBa-27S M Fbrmoreirft., r visit CERTIFICATE OF LIABILITY INSURANCE °ATE 1/"!D ) 03115 THIS CERTIFICATE IS 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 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. HNPORTANT: it the certificate holder is an ADDITIONAL INSURED,the pol"Its)must be endorsed. M SUBROGATION IS WANED,subject to am terms and conditions or the policy,certain poudes may require an endorsement. A statement on this eertincate does riot confer rights to the ceRitkate holder In lieu of such endorsements} PRODUCERW.OT RAYDA LLANO Chaplan&Castro Insurance PHONEEm (305)641-4009 ( 1513 2552 NW 7 Strest dwhuQbellsoullinel Miami,FL 33125 INSUR S)AFFORDING COVERAGE NAI:S Pitons (305)541-4009 Fax 305)849-1513 INSURER A: WESTERN HERITAGE INSURANCE CO.(A*) 37150 INSURED INSURER B: SAUL SIGNS MASTER INC INSURER C: 853-861 WEST 17 ST INSURER 0: MIAMI,FLORIDA 33010 INSURER E. INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES 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 POLICES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM. LTYPE OF INSURANCE AWL BIR POLICY NUMBER POLICY EFF MPOI.K:Y EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000.000.00 © COMMERCIAL PREEMIWRRE TORWtD ULLS(Ea oocurrencel S 100,000.00 A ❑ ❑ CLAIMS•MADE W OCCUR Y Y SCP1514212-01 08/23/2015 06/23/2016 MED EXP(Anone penton) S 1,000.00 ❑ PERSONAL&ADV INJURY S 1,000,000.00 ❑ GENERAL AGGREGATE S 2.000,000.00 GEML AGGREGATE LINT APPLIES PER: PRODUCTS-COMPlOP AGO S 2,000,000.00 ❑POLICY ❑ JECT PRO- ❑ LOC $ AUTOMOBILE LIABILITY a NdEDe SINGLE LIMB ❑ ANY AUTO BODILY INJURY(Per person) S ❑ ALL ❑ ASCHED.S �UBODILY INJURY(Per acckierd) S ❑ HIRED AUTOS ❑ UTOS D aec l DAMAGE S 10 ❑ I $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTIONS S WORKERSCOMPENSATWN ❑WCSTATU• S ❑AND EMPLOYERLIABILITY Y 1 N ANY PROPRETORIP.ARTNERIEXECUTIVE E.L.EACH ACCIDENT $ (Mandatwy In�EXCLUDED? El i A I�s dascnbe under E.L.DISEASE-EA EMPLOYE S DExRIMM OF OPERATIONS t bw E.L.DISEASE-POLICY LIMIT $ I DESCRIPTION OF OPERATIONS!LOCATIONS VEFICLES(Attach ACORD 101.Additional Remarks Schedule,K more space is required) � MANUFACTURING&INSTALLATION OF SIGNS _ J CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DE8CRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVI810 10050 NE 2 AVE AUTHORIZED REPR)IfiWATIYE MIAMI SHORES,FLORIDA 33138 de ©1988 2010 jACORD CORPORATION. AI rights reserved. ACORD 25(2010106)OF The ACORD n and logo are registered marks of ACORD • Date CERTIFICATE OF LIABILITY INSURANCE 1/4/2016 Producer: Plymouth Insurance Agency This certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. rights upon the certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 1 Insurers Affording Coverage MAIC# Insured: South East Personnel Leasing, Inc. &Subsidiaries insurer A: Uon Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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 ofany 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 oondttions of such policies.Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence S Commercial General Liability Damage to Claims Made 13 Occur occurrence) ren ted premises(EA 5 Med Exp General aggregate limit applies per: Personal Adv Injury General Aggregate Policy ❑Project 13LOC Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) 9 All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A workers Compensation and WC 71949 01/01/2016 01/01/2017 x wC Statu- OTH- Empioyers'Liability I tory Limits r ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1.000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1.000.000 Other Lion Insurance company Is A.M.Best Company rated A-(Excellent). AMB*12616 Descriptions of Opomtlons/Locadons/Vehlcies/Exclusions added by Endorsement/Special Provisions: Client ID: 91-67-714 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": Saul Signs Master,Inc. Coverage only applies to injuries Incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:Fl- Coverage LCoverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 11-03-15(MV)/REISSUE 01-04-16(SD) Bectin bate 3/3/2014 CERTIFlCATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the Issuing BUILDING DEPT. Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall Impose no obligation or liability of any kind upon the Insurer,its agents or representatives. 10050 NE 2 AVE MIAMI SHORES, FL 33138 r t r ENGINEERING%WAY 0000 January 14, 2016 . . 0000 0000.. 0000.. 0000.. . 0000.. 0000.. To: The city of Miami Shores, FL ;••••; 0000 . ..0 ..... From: Michael F. Sullaway 90:00: ;.00;0 0000' Sullaway Engineering •• •• •••••• . ..0000 Re: Bank of America 0.0:0 0 9190 Biscayne Blvd., 000 :0600: .. . 0000 Miami Shores, FL COPY •0 0• ; Project: Bank of America Project#: 8511-1 This letter is a response to the comments provided by the city plan checker: 1. in the application, rectify the scope of work to reflect the work shown on the drawings. Not our scope. 2. Mr. Sullaway, P.E. shall provide his title block and sign and seal all drawings. A title block has been added on each page of the engineering caics. All drawings are signed and sealed. 3. Wind velocity in the Miami-Dade county is 175 mph. The model and calculations have been updated to withstand 175 mph wind loads. 4. Detail '/: provide calcs for eccentric connection. Page 10 of 19 shows eccentric loading for the base plate and anchors. 5. Provide specs for aluminum awning cover to verify capacity to withstand 175 mph wind. See Coast drawings for specs of aluminum covers. 6. Show awning to frame connection details. ` See Coast drawings for additional details. Should have you any further questions, please contact me via phone or e-mail. Sincerely, g /ichhaelSullaway, P.E. DATE -- J1A 20 6 ;F-VAI F+Al L ?!n!1f Gl11 AI1ONS 10815 Rancho Bernardo Rd.,Suite 260 0 San Diego,CA 92197 • 858-312-5150 0 Fax 858-777-3534 ` I of 19 OHI 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:-l-&%777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DINE. 06103/1015 PROJECT#: 85114(REV 01/14/2016 JY) ENGOM'• FN JJ.Yl... CLIENT: COAST SIGN,INC. •.•• ; PAGE-% .• ...... weh ...... .... .. 1 •'i'". .....• 5'-11 .. 4" ��: .. . .� TEMPERED . . . / / / / GLASS o 2"x3"x%4"ALUM. O WxWxY4"ALUM. WxWx/1"ALUM. RECT.TUBE SP•F,�I`UBE� j SQ.TUBE 3 1 O /,� u- o �co co HORIZ.SUPPORT: j 1%a"x2%Z"xY"ALUM. (E) METAL OR WOOD STUD WALL WJ RECT.TUBE STUCCO FACADE 1 2"x2"x%"SQ. ALUM.TUBE IF 2 AL 1 FRONT ELEVATION (E)CONCRETE WALKWAY 2 SIDE ELEVATION NOTE: SEE SHOP DRAWINGS FOR ADDITIONAL DETAILS �errrrrq��� �e` 1. �• SU �9 GENERAL NOTES , F••�'•�'940 1. DESIGN CODE:FBC 2014 71267 2. DESIGN LOADS:ASCE 7-10 C �r 3. WIND VELOCITY 175 MPH EXPOSURE C -p: ;cc 4. ROOF LIVE LOAD 20 PSF S-AVA STATE OF 5. ALUMINUM ELEMENTS I EXTRUSION 6061-T6 i0i % A` • P°. 6. PROVIDE PROTECTION AGAINST DISSIMILAR METALS ��i F �.O R 1�O• 7. STAINLESS STEEL BOLT ASTM A193 ss�p�p;� eeeo 8. HILTI KWIK HUS-EZ CONCRETE BOLT PER ICC ESR-3027 01/14/2016 9. GENERAL CONTRACTOR SHALL VERIFY THAT EXISTING CONDITIONS ARE ADEQUATELY SUPPORTED AND CONNECTED BEFORE SIGN INSTALLATION 2of19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 (1111 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777.3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL QA'jF,,: 06/0312015 PROJECT#: 85114(REV 01/14/2016 JY) ENGfJVX— FN jrQ... CLIENT: COAST SIGN,INC. '..• P.AGEy: 0• .00000 000000 0 . 0 0000 .. 0000.. 41, 61„ 11" •0000• : •..' .0000 2 4 4lk � • • 0.0.00 • . 0000. • 0 000000 .. .. . 0000.. 3/16 ...... 0 .• . . 0 0 000000 000000 U-) tiN . . . 000000 00 • 00000 0 0 0 r:i4 00 0 12"x7Y2"xY2"ALUM. PLATE W/ (4)%"DIA. HILTI KWIK HUS-EZ CONC. ANCHORS, EMBED 2 Y2"MIN. INTO CONC. (1Z BASE PLATE DETAIL,TYP. 2 Y2"THK.ALUM. ROOF FRAME RIBS: MATCH PLATES 1"x1"8" ROLLED ALUM. SQ.TUBE Y2"S.S.THRU BOLT INTO EXISTING STUD OR WOOD BLOCKING n TOP CONNECTION DETAIL TYP. ' 3of19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 filli Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-7774W PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL 06103x2015 PROJECT#: 8511 ENGfK.M* FN...... CLIENT: COAST SIGN,INC. : PAGES .• .... . .. ..... DI ...... . . ..... .. .. . ...... . . . . ...... 1/2"CAP ""•' 1/2" 3116 RING PLATE "t"=THICKNESS i 3116 4 AT 900-45" BASE PLATE 1/2"x2" FROM SIGN FACE A PLUG WELD DETAIL "t"=THICKNESS 5/16 -7 D2 iv 1 SPLICE DETAIL 2" 3 NOTES: 1. THIS DETAIL MAY BE USED FOR PIPE 21 AND SQUARE TUBE SECTIONS. 2. FIELD WELD ARE NON-STRUCTURAL. PLUG WELD DETAIL SPECIAL INSPECTION NOT REQUIRED 3. L= 1.5xD1 OR 12" ,WHICHEVER IS LARGEST THICKNESS(t) FOR D1 THRU 16"DIA., USE t=3/4"PL. FOR 16"DIA.<D1 <30" DIA., USE t=3/4"PL. FOR D1 >30"DIA., USE t= 1"PL. ' 4of19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 (1111 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1.858-312-5150 FAX 1-$58-777~3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD„MIAMI SHORES,FL 04W 06/03/2015 PROJECT#: 85114 O;EV 01/14/2016 JY) ENG? ' FN j m.• CLIENT: COAST SIGN,INC. : PAGES .' Y ISOMETRIC VIEW ••• • ...... .... .. ..... z x • • ROOF HORIZ. BRAS: L1"xl"x1/8"ALUM. L�figC LE • ROOF RIBS: • 1"x1"xl/8"ALUM. 0 • SQ.TUBE •• •••• • 2"x3"x1/4"ALUM. i— RECT.TUBE 3"x3"x1/4"ALUM. RECT.TUBE 2"x2"x1/4"ALUM. HORIZ.SUPPORTS: RECT.TUBE 1-1/2"x2-1/2"x1/8"ALUM. RECT.TUBE Solution:Envelope 5of19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 (1111 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:14W-312-5150 FAX 1.858-777.3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL Q4W 06/0312015 PROJECT M 85114(REV 01/14/2016 JY) ENG1I=O FN j,�Y�•• CLIENT: COAST SIGN,INC. '..' ; P.AGEy • APPLIED WIND PRESSURE(LAT.Z-DIRECTION): •••••• Pnet=-80.2 PSF : '..' ..... z x • • • -2.658psf ' ' i•••i• •.•••• -16.357psf •. • -28.842psf -63.33p 7� 1 I I -20.051 -20.051b -20.05lb -20.051b Loads:BLC 2,W1 SoltMon:Envelope ` 6of19 (1 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127-111 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:140-312-5150 FAX 1458-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL A&V: 06/03/2015 PROJECT#: 85114 (REV 01/14/2016 JY) • • EN6ffW. FIj(,I ,. CLIENT: COAST SIGN,INC. '••' : PAGES: .' APPLIED WIND PRESSURE(LAT.X-DIRECTION): '••••• Pnet=-80.2 PSF .... : '..' ..... z x • • •• •• • •••••• • • • • • •••••• 7 7 -20psf -20psf f' -20psf -20psf 20psf 20psf 20.051b/ft < 20.051b/ft 20.05lb/ft -20.05lb/ft Loads:BLC 3,W2 Solution:Envelope ' 7of19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 (1111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL PAN: 06/03/2015 PROJECT#: 8511-1(REV 01/14/2016 JY) . EN(My"r FN".• CLIENT: COAST SIGN,INC. '..• ; FAGE$: .• 000000 0000.. . • APPLIED ROOF LIVE LOAD: 0000 . 0 Lr=20 PSF a 0* 0000. z x • • s....• • 0000• • • 0000.. •• •• 0000.• 0000.• • • R,, • • • 0000•• , ;, 0000•• • • • • • -19.989psf F 0000 i ...♦ i����i -19.58psf -18.662psf; Loads:BLC 4,RL Solution:Envelope 8of19 (1 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127-111 Aill" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-7774W PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECTM 8511-1 (REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. •PAGE£;; r BOUNDARY CONDITIONS: •• '•••'• ...690669 o ... . ...... • z x PINNED NOM39: •"• ••••• APPROX. LOC. Ft7R'SS. 1/2: ..:. ••••• 1 THRU BOL*td*• ••••�• 8 21 •..• : ... ...... X128 4441 X148 A61 A68 IA73A 74A FIXED NODES: LOC. OF BASE PLATE CONNECTIONS Solution:Envelope 9of19 10815 Rancho Bernardo RD.,SD,CA 92127 yeng ID Phone:80-31 =x:858-wa777-c 4 ENGINEERING PROJECT: BANK OF AMERICA DATE: 6/2/2015 PROJ. NO.: 8511-1 ENGINEER: JY CLIENT: COAST building code; IBC 2012 units;pounds,figet unless ppW bthervAss•4 • Applied Wind Loads; from ASCE 7-10 ,.. :• Pnet=)-Kzt I P,..m (ASCE 30.5-1) •••••• • X= 1.21 (ASCE Fig.28.6-1) •••' #0 009 0 . . Kn= 1.0 (unless unusual landscape) 1= 1 for tt%c yr�al catggorA II 00: , V= 180 mph Exposure= c ..'..' :���•• ••• •• Area= 48.2 ` •••"' • max.height-- 9.7 00 ;••••• max p„m= 52.41 psf Pnet=UA : .••• • • • . min pn8t3o= -66.23 psf pe 40.14 psf 0 Check 1/2"S.S.Thru Bolt for Top Wall Connection,ASTM Al 93 From RISA Report: based on worst case connection point T.= = 724 lbs (Joint Reactions, N21) Vn.x= = 155 lbs (Joint Reactions, N21) ASD d(bolt)_ = 0.5 in A(bon)_ = 0.142 in- FM/fl= = 22.5 ksi Fn,,/fl= = 13.5 ksi Tc= F dfl*A(bolt) = 3192 lbs VC= Fn,,ffi*A(bolt) = 1915 lbs Combined: (T1118wTc p)+(V,.Nw) 0.31 < 1 OK Check Base Plate Connection,3/8"Hilts Kwlk HUS EZ Concrete Anchors, Embed 2.5"Min. From RISA: Based on worst case-N247 MZ,=,= 0.300 kip-ft = 3.60 kip-in Rz.nW_ = 0.353 kip Ry,,,..= = 0.274 kip per Hilts Tna,_ = 0.788 kipper bolt V._ = 0.353 kipper bolt Strength Capacity Per ICC ESR-3027: Tcap= = 3.53 kip V-P= = 6.57 kip Combined: (TrnawTc p)+ (Vr, X cap) = 0.28 5 1.0 OK Check 12"x7-1/2"x1/2"Alum. Base Plate For Column Support Properties: 0- 0.85 ty= 15 ksi b= 7.0 in arm= 3.25 in nb,kT= = 1 Forces: Mptw= nboaj*Tma,,*(arm) = 2.56 kip-in SWd= Mpiata/Vy) = 0.201 in" t,w'd= -J(6*SWd/b) = 0.415 in, round up to the nearest 1/8" USE t= = 0.500 in OK S= b m = 0.292 in3 +Mn= O fy*S = 3.72 kip-in OK 10 of 19 (1 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127,111 A111" PROJECTMANAGER@SULLAWAYENG.COM JF %V ft0LMw&%FWAm&III ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 85114(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: www.hud.us Profis Anchor 2.6.1 Company. Page: 1 Spedfler. Project B of A Sunscreen Address: Sub-Project I Pos.No.: 8511 Phone I Fax I Date: 1114/2016 E-Mail: Spm s eonenents:!mien:Miami Stores,FL I Wind Speed:170 MRH I Code:FBC 2D14(IBC 2012)t Nachos for bow plate 0MUNAlon 1 Input data _ Anchor type and diameter. KWIK HUS4EZ"47)318(21/2) r, Effective embedment depth: hef=1.860 In.,h.=2.500 in. Matte. Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 71U20151121112015 •••• Proof: Design me8od ACI 318 t AC193 • • •••• 6906:9 Standoff Installation: eh=0.000 in.(no stand-ot);t=0.500 in. •• • • • • 0000•• • Anchor plate: k x 6 x t=12.000 in.x 7.500 in.x 0.500 in.;(Recommended plate thicimess:not calculated •••••• • :*goo:•••••• • 0000•• • • Profile: no pro5le • •• Base materiae cvadced concrete,2500,f.=2500 ;h=6.000 In. •••• •• • :606 • 0000 • •• 0000• Reinforcement tension:condition B,shear:condition B;no supplemental splitting reinforcement Present • • 0 • • edge reinforcement 00•0•none or<No.4 bar • ••••••• 00000 Seismic loads(cat.C,D.E,or F) no •• 9• • •••••• • 0000•• • • Geometry On.]&Loading Ob.In.idpj 0 • 0 • • ••••i• ••0099 • • z; • •• •• :09 0•• • • • •• • �A �Q S Y ,X PR ORS Arxar 2D03-M MW AM R S. t��ffi a� WZ for manly! r Tredernmk o►tl@U AA,Std 11 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 filil A111" PROJECTMANAGER@SULLAWAYENG.COM JF W MftAm&WWAhm&ill ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/0312015 PROJECT#: 8511-1(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: www.hiki.us Profis Anchor 2.6.1 Company. Page: 2 Specifier. Project B of A Sunscreen Address: Sub-Project I Pos.No.: 8511 Phone 1 Fax I Date: 1/14/2018 E-Mail: 2 Load case/Resulting anchor forces y Load cue:Design loads Anchor reactions[Ib] Tension force:(+Tension,-Compression) 03 04 Anchor Tension force Shear force Shear force x Shear force yT 1 68 21 -196 2 0 as Be 19 x 3 469 214 -86 -196 4 384 88 -86 19 max.concrete compressive strain: 0.05[%e] •••••• max.concrete compressive stress. 234[psi] 1 0� •••• •••••• • • • resulting tension face in(x!y)=(1.106/2.131): 920 Qb] • • • resulting compression toms In(x/y)=(3.534/-3.331} 646 pb] •••••• • •••••• • •••••• • •••••• 3 Tension load •••• •• • .... . .. •..•. Load Nae Itbl Capacity Ph] Utilization n t4 j n StdtYs•••• • • ••i••• Steel Strength' 469 6718 7 :**so* Pullout Strength- N/A N/A N/A • Concrete Breakout Strength" 920 2334 40 • • • 'anchor having the highest loarfing —anchor group(anthro►s In tension) • • :*see* • • 3.1 Steel Strength •• • so*:** • • Neo[lhl4 bi`4a Ilhl Plus[lbl •. 1033,5 0. 671 3.2 Concrete Breakout Strength Ark[in.1 A"PvLj comm M•] cab le I nkro 90.17 31.14 2.920 .000 eet.N lin] yreot N ed M -I WeozN W ro Wa N k. 0.522 0.842 297 0.883 1.� 1.�0 - - 17 Nb Ilb] m ON [lb] Nue[lb] 21 0. 920 Input date and near, ad toragreeerent*0 ate eta"CM00no ata!for PwMNftA- A AO,FIf9484 9dtaan M to a regtrmed TmAwnwk of M AO.Mum 12 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 JF fl-111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAY.1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 8511-1 (REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: www.hiid.us Profls Anchor 2.6.1 Company. Page: 3 Specifier Project B of A Sunscreen Address: Sub-Project I Pos.No.: 8511 Phone I Fax I Date: 1/1412016 E-Mail: 4 Shear load Load V.Ob) �! 111 IYn iib) Utilization(;y a V,®/}Vn Status Steel Strength• 14 7 O Steel failure(with lever amt)• N/A N/A N/A N/A Pryout Strength* 214 1431 15 OK Concrete edge failure In direction'• N/A N/A N/A N/A •anchor having the highest loading •`andta'group(relevant anchm) 4.1 steel Strength 4040•• • • • • 0.00 00.4000 5185 0.600 &1 11 2 4 • 40 • 40 4040 • • • • •4040••• • 4.2Pryout Strength40••40• • • • 4040•••• ANO Pn.1 f►nwoi •2JBMJ c.M•I 40400000 • i••••i 28.52 31. •� 2.920 1.000 0 40•• •• • • • •*00 • 4040 ••••40 eac.v M• Weat.y ec2,v M•J Weoav Wear+ WeoN , • • 0.000 1.000 0.000 1.000 .000 1.000 17 000000 • • *000• Nb 0b] mVwlibl VuePbJ ••40.40• :4040••• •••40•• 2156 0.700 1431 214 • •404040•• • • 5 Combined tension and shear loads •••••• 40 • • 40•••.40 pv C Utilization 8w v(ryal Status •• • •••• • • 0. 0. 50 3 O • • • 4040 • ONv=Pili+j6-1 6 Warnings -Load re-moons on the anchors due to elastic defcurnaliOns of the anchor plats are not coruftlered.The andror plate Is assumed to be sutHdentty stiff.In order not to be deformed when subjected to the loadingl Input data and results must be checked for agreement with the existing conditions and for plaustb W • Condition A applies when supplementary reinforcement Is used.The m fader is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Refer to the manufacturer's product literature for loaning and installation instructions. • Cheddng the transfer of toads Into the base materia)mid the show resistance are required A accmdence with ACI 318 or the relevant fid! Fastening meets the design criterial date end mwb m•t be dwdwd forted vdtl,ft wds&V mdfiwm oral forget•m&x1d PROFIS A (c)20tzi-21108 MId Ae.FL-OW Sdtm ft k a regi d Tr do of HW AG.8dx= 13 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX:1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/0312015 PROJECT#: 8511-1(RE1/01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: www.hikl.us Profis Anchor 2.6.1 Company: Page: 4 Specifier: Project S of A Sunscreen Address: Sub-Project I Poe.No.: 8511 Phone I Fax I Date: 1114!2016 E-Mall: 7 hm talWon data Anchor plate,steel:- Anchor type and diameter.KWIK HUS-EZ(I(H-EZ)318(21/2) Profile:no profile Installation torque:0.480 inJdp Hole diameter in the fixture:dr=0.500 in. Hole diameter In the base material 0.375 in. Plate thickness(input):0.500 in. Hole depth in the base material:2.750 In. Recommended plate thickness:not calculated Minimum thickness of the base material:4.000 In. Cleaning:Manual cleaning of the drilled hole according to Instructlons for use is required. Y -4.625 •••• 6.000 6.000 • • •••• •••••• • • •••• • ••••• 0 • • •• •• •••••• • CO • un 6 1 4.500 6.250 1250 Coordinates Anchor In. Anchor 1 -1. 2500 - - - - 2 4.750 -2.500 - - - 3 -1.600 2.500 - - 4 4.750 2.500 - - - IWA date and resub met be daadced for agremnetwah to wdmb9 yrs mal for pkaUV PROM Anchor(c)ZW-2009 HUD AG,FL-99M adman M lee regderad Tredwwk cf M AO,Scheer 14 of 19 (1 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127-111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAk 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 85114(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: WWW.hlitIAW Profis Anchor 2.6.1 Company: Page: 5 Specifier. Project: B cf A Sunscreen Address: Sub-Project I Pos.No.: 8511 Phone I Fwc I Date: 1/14/2018 E-Mail: 8 Remarks;Your Cooperation Duties •Any and all information and data contained in the Software concern solely the use of HIM products and are based on the principles,formulas and security regulations in accordance with HIVs technical directions and operating,mounting and assembly hrstructlons,etc.,that must be strictly complied with by the user. AN figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant HIM producL The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put In by you. Moreover,you bear sole responsibility for having the results of the calculation checked and feared by an ergot,particularly with regard to compliance with applicable norms and permits,prior to using teem for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as W the absence of errors,the correchmtlss and the rem of the resin or suitability for a specific application. • You must take a0necessary and reasonable steps to prevent or Melt damage caused by the Software. In particular,you must arrange for the •••• regular backup of programs and data and,If applicable,lorry out the updates or the Software offered by HIM on a regular bests.if you do not use • • the AutcUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software •••• •••f.• by carrying out manual updates via the HIM Website. HIM will not be liable for consequences,such as the recovery of lost w oor programs,arising from a culpable breach of duty by you. • i•••i• •• •f•••• • 0000•• • 0000•• • • • 0000 •• • • • 0000 • •• 0000• ••f••• • • 0000• • • 0000•• •• •• • 0000•• • • • • • 000000 • f • hil d date and mw b must be dwdwd far acrd tw1h ft wdsMV=x Mw%xW Aorplev� PRMS km (c i 20«1.2008 Hod AM F1.94%Sdtm Hai b a repisrad Tmdemwk afHd Ae,Sdmen 15 of 19 fl 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127-111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:140-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 85114(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: Company SULLAWAY ENGINEERING Designer FN!JY Job Number 8511-1 BANK OF AMERICA-MIAMI SHORES,FL Checked By:MFS Aluminum Properties ° Label E Well G W Nu Therm Al ES..DenWW.. Table 3 Id Fkdksfl FWW Fcylksll F 1 3003-H14 1 100 3787. .33 1. .173 ITable 3.3-3 1 19 16 1 13 12 141 2 6061-16 10100 3787.6 33 1.3 173 Table 3.3-4 1 38 35 35 24 141 3 6063-T5 10100 3787.5 .33 1.3 .173 Table 3.3-4 1 22 16 16 13 141 4 10100 3787.6 q173 Table 3.3-4 1 5 2 19 14 5 5052-H34 10200 3787.5 .33 1.3 Table 3.3-3 1 34 26 24 20 141 1-T W 1 7 7. 1. Table 3.3-3 1 1 15 147 6061-T6 10100 3787.5 .33 1.3 Table 3.3.4 1 38 35 35 24 141 _Aluminum Section Se& Label Shape TvDe Dedan Ust Material Desion R... A fln2l lvv Moll h2 .... 1 1°x1'x.125"an le L1 x1 x0.125 BeaVecngular n I 16061-T6 T ical 234 .022 .022 .00 •••••• •••••• 1"X1°X.125°tube RT1X1X0.125 Tu 6061-T6 5 57 • . • 3 1.5"x2.5"x 125°t.RT1.5X2.5X0... B rTu 6061-T6 T 93 7 .767 112gQ'x2b`tube RT2X2X0.250Tu 6061-T8 1 11 •• •2°x3"x.125"tube RT2X3X0.125 BeaTu 6061-T6 T i 1.1 772 1.47 ••46 3"x3"x26W tube RT3X3X0.2W1-T8 T I 75 97 1"x3°x.125-tube R11=0.12b BeamT 6061-TB T ical .9 .1 5 • i••••• 0000•• 0000•• • 0000• • • •000.•0 Basic Load Cases •• •• ••• •• LC Y Gravity Z Gravity JoIrd Point D • • • • 1 D DL -1 • • • • 0000:• 2 W1 WL 4 3 • • :0000• • • 3 W2 WL 4 6 0000•• 4 RL RLL 3 •••i•• • • 5 SL SL •• • 6 SLC 4 Trarreient Are., Non: 7 BLC 2 Transient Are. None 13 BLC 3 Transient Are. None 62 1 _Load Combinations Desorlptlon Solve P BL F LC Facl..BLQ FacL BLQFacL.BLC Fac.. 1 D yes Y I I 1 I 1 2 Q+Lr yes Y 1 I 1 4 1 3 D+0.75Lr Yes Y 1 1 4 .75 6W1 Yes Y 1 1 D 6W1 Yes Y 1 1 2 -6 1 1 3 7 D-0,6W2 Yes Y 1 1 D+0.4SWl+O.75Lr Yes Y 11 1 2 1.451 3 .75 9 D-045W1+0.75Lr Yes Y 1 1 2 -45 3 1.75 10 D+ , +0,75Lr Yes Y 1 1 3 .45 3 .7 11 -0.45W -75Lr Yes Y 1 1 3 -.45-1- .75 12 0.6 1 Yes Y 6 2 13 0.6D-0. W1 Yes Y 1 .6 2 -.6 15 13-0.6W2 yes Y 1 1 .6 3 1 -.6 16 D+S Y 1 1 5 1 1 17 D+0.7 Y 1 1 5 .75 1 +0. 1+ 7 Y 1 1 45 5 7 19 D-0.4 W1+0.75S Y --�L 1 2 -455 .7 20 D+0.46W2+0.76S Y I I A5 1 55 21 1 D-0 45W2+0 75 Y 1 1 -1--.451 5 1.75 RISA-3D Version 11.0.2 [C:\Users\Jinah\Desktop\CURRENT PROJECTSIRISA 8511-1.r3d] Page 1 16 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 (1111 A111" PROJECTMANAGER@SULLAWAYENG.COM ff ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 8511-1(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: Company SULLAWAY ENGINEERING Designer FN/JY Job Number 8511-1 BANK OF AMERICA-MIAMI SHORES,FL Checked By:MFS Plate PdMW Data Label A Joint B Joint C Joint Q Joint Material Thicknessuni 1 P1 N8 N85 N86 N9 nen Ajum .5 2 P2 N 3 P3 N87 N86 N9 N10 con Alum 4 P4 N10 N9 N2 N3 gen AWm 5 5 P5 N88 N87 N10 N11 gen Num .5 6 P6 Nil N10 N3 N4 aen Alum .5 7 P7 N89 N88 Nil N12 aen Aum .5 8 P8 N12 Nil N4 N5 gen Alum 9 139 N13 N12 N5 N6 aen Alum .5 ••••• 10 1 9 12 N1 • 0 ••••� 6.000• 11 P11 N14 N90 N13 aen Alum 6 6 0' 12 P12 N147 NIS N13 gen m6666•• • 0 000600 13 P14 N29 N28 N21 N22 en Alum I .9 14 P16 N30 N29 N22N23 aen Ajum 066600 15 pie N31 N30 N23N24 aen Alum i •• • •• • • • 1 P20 3 31 4 5 en um • S6 0 6.6• 66666 17 P21 N33 N32 N25 N26 en Alum 0 0 00000' 18 P24 N34 N27 N26 N33 gen Alum • • 6690•• 1 P2 N49 N48 N41 N42 n Alm • 0060:• 20 P28 N50 N49 N42 N43 aen Alum ' 0 0 21 P30 N51 N50 N43 N44 gen Alum 1 6 .5 • :000% 0000'' 22 P N N51 N44 N45 can Ajum 1 0 • 6 0 • 2 P33 N53 N52 N45 N46 en Alum 6666•• 6••0 • • 4 P36 N54 N47 N46 N53 aen Alum 1 .5 • • • 25 P37 N68 N75 N76 N69 en Alum 1 .5 •• 0 26 P38 N69 N68 N61 N62 aen Akim 27 P39 N77 N76 N69 N70 gen Alum .5 28 P40 N70 N69 N62 N63 gen Alum 5 29 P41 N78 N77 N70 N71 aen Alum .5 0 P42 N71 N70 N63 N64 gen Alum .5 31 P43 N79 N78 N71 N72 oen Alum .5 32 P44 N72 N71 N64 N65 go Alum .5 33 P45 N73 N72 N65 N66 c3en Alum 34 N80 N79 N N73 gen Alum .5 3 P47 N74 N80 N73 can Alum 1 .5 36 P48 N74 N67 N66 N73 gen AI .5 37 P37A N75A I N14 N74 N76A Gla 25 Plate Sr bm Loads MLC 2:W7) Plate Law Direction Magnituderod-El 1 P37A H -63.33 Member Area Loads(BLC 2:IAM) Joint A joint a Joint C jobt D 1 N1 I N61 N63IN H Two W 0.2 N3 N5 N65 H Two Way1 N63 3 N5 N7 N67 N65 H Two Wa -80.2 Member Area Loads(BLC 3:W2l Joint A joint a Joint C inint D rNrMt1m D101bution M 1 I N74 N67 I N66 I N73 L Two Way -20 2 N80 I N66 N65 N79 I L TWO WAY -20 3 N79 I N65 N64 N78 I L Two Way -20 RISA-313 Version 11.0.2 [C:\UsersU1nahWwk1oplCURRENT PROJECTSIRISA 8511-1.r3d] Page 2 ~ 17 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 4111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/03/2015 PROJECT#: 85114(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: Company SULLAWAY ENGINEERING Deskpw FN/JY Job Number 8511-1 BANK OF AMERICA-MIAMI SHORES,FL Chedced By:MFS Member Area Loads MW 3:N/A4)(Conti ed) Joint A Joint B Joi C D DWbibuWn MacoftudeW 4 N78 N64 N63 N77 L Two Way -20 5 N77 N63 N62 N7I L I Two Wa -20 6 1 N76 I N62 I N61 I N76 I L I Two Member Area Loads MW 4:RL) JoIntA joint B 1 N7 I N5 I N65 I N77A V Two Way -20 5 N3 I N63 N65 V Two Way N3 N1 I N61 N63 I V I Two Way -20 0000 • • 0000 0000•0 Envelope Joint Reactions *0 :..•:• '. 00•.00 joint XN LC Y rkI LC Z rk1 LC MX Ik-ftl L MY lk-ftl LC MZ Will L • • • 1 N1 max 1 .006 10 .13 5 .356 12 0 11 0 11 Vwwri .00000 2 m' 7 2 -.0 12 -44 1 1 ••• •• 0 • • 3 N8 max .009 2 .02 2 .178 2 0 1 0 1 ••• 1 i '••' ••••• 4 15 - 1 - 1 1 • 0 00;00' 5 N21 max 011 10 155 2 -017 12 0 1 0 1 • 1 x•000• ••0000 6 2 -.724 0 1 1 • 7 N28 max 012 10 87 2 .721 2 0 1 0 1 " 1 ' 0 1 1 1 • • • •••••• 0000•• 9 N41 m 11 1 .1 2 -.008 10 0 1 1 • • 1 • • • • ••••0• 11 N4 m .01 10 87 2 .71 2 1 0 1 1 • • • 12 in 7 1 13 9 0 1 1 1 13 N61 max 09 10 139 5 .356 12 0 1 0 1 0 1 14 min 16 , 098 12 0 1 0 1 0 1 15 N68 max 2 10 02 2 176 2 0 1 0 1 0 1 16 m -.01 7 1 13 0 1 17 N73A max 154 10 .287 1 8 357 12 .302 4 0 8 068 15 18 min -0 13 -3 1 - 01 -.137 10 19 N74 max 09 1 211 4 .357 12 2 2 . 5 7 20 min 7 7 -.1 1 21 Totals: Imaxi .332 10 1.001 2 1.891 12 22 1 min 1 -.166 1 213 12 -1. 91 Envelope AA ADM9-05:ASD-Suildina Aluminum Code Checks Member ...LocflnI IXr LC Fc F ...Fb z ..F - ...F -z...Cb Cmv Cmz Eon 1 M37 111TWIX. ,354 1 0 151 .064 4.328 v 15 18.675 119.487 19.487 119.487 12.247 12.24711.. .6 .56314.1.2-1 2 MI RT1X1X.. 4.328 18.675 19.487 19.487 19.487 12.247 12.247 1.. .563 4.12-1 - 3 M86 RT2X2X.. 211 0 8 .030 0 Z 17.742 19.487 19.487 19.487 12.247 12.247 2.. 458.473 4.12-1 7 RT2X2X-. 2 17.742 19.487 19.487 19.487 12247 12247 . 456 4.12-1 M RT3X3X. 75 9 .019 0 Z 5 19.516 19.487 19.487 19.487 12247 12247 1.. 755.745 4.12-1 6 M85.. RT3X3X. 075 1 19 Z 19.518 19.487 19.487 19.487 12247 12.247 1.. 754.834 4.12-1 7 M83 RT2X3X.. 72 9 .014 20 Z 10 17.058 19.487 19.487 19.487 12247 12.247 1.. 394 .88 4.1.2-1 M1 TWX.. 11 4.328 5 18.875 19.487 19.487 19.487 12247 12247 1.. 4.12-1 9 M25 RTIXIX.. , 0 .011 4.328 5 18.675 19.487 19.487 19.487 12.247 12.247 1... .6 .56 4.1.2-1- 10 M82 RT2X3X.. 4 17.058 19.487 19.487 19.487 12.247 12.2471...-817 .88,4.1.2-1 11 M81 RT1X3X.. ,04$ 23.5...10 .016 23.5... Z 5 12.828 19.487 19.487 19.487 12.247 12.247 1... 51 .816 4.12-1 12 M90 RT1.5X... 1 0 103.669 19.487 19.487 19.487 12.247 12.247 2.. 206 4.12-1 1 M74 L1xlxo.... ,04 Z 2 3.515 19.487 Code.. 12.247 12.247 4.1.1-1 14 RT3X3X. 13.139 19.487 19.487 19.487 12247 12.247 1....808.60 4.12-1 15 M2 RT1X1X.. .041512.8... 15.696 19.487 19.487 19.487 12.247 12.247 2... 6 .481 4.12-1 16 T1X1X 2.8... Z 10 15.6 19.487 19.487 19.487 12247 12247 .. .4814.1.2-1 17 M8 RT3X3X.. 4 .0 joj 13.139 19.487 19.487119.487112.247112.24712..4-806,.358.4.1.24 RISA-31)Version 11.0.2 [CAUsersUinah11)esktop1CURRENT PROJECTSIRISA 8511-1.6d] Page 3 18 of 19 (1 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127-111 A111" PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1.858-312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/0312015 PROJECT#: 85114(REV 01/1411016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: Company SULLAWAY ENGINEERING DesWw FN/ Job Number 8511-1 BANK OF AMERICA-MIAMI SHORES,FL Checked By.MFS Envelom AA ADM1-05:ASD-Buildina Aluminum Code Checks Wfondnued) Member Show Code-LocnniLpShawar.. Fq Well Ft OW Fb v-v..Fb z-z..Fs v-v..Fs z-z...Cb Cmv Cmz Ean 18 M73 jLlxlx0•••• 037 0 3,515 19.487 Code.. 12.247 12.247 4.1.14 19 M75 lLlxlxO.... .0 0 2 .038 23.5... v 2 3.515 19.487 -Code.. 12.247 12.247 4.1.1-1 2 1x1x0.... .Q270 1 1 19.487 Code.. 12.247 12247 4.1.14 21 M18 RT1X1X.. •024 0 2 .001 00 1 .81 19.487 21.212 21.212 12.247 12.247 1... .6 6 4.1.1.3 22 M30 RTlxlx. 240 2 001 0 15.81 19.487 21.212 21.212 12.247 12.247 1.. 4.1.1.3 23 M70 L1xlx0.... .021 0 1 2 3.615 19.487 Code.. 12.247 12.247 4.1.14 4 L1xlx0:... , 1 23.&..l v 2 3.515119-487 Code.. 12247 12.247 4.1.14 25 M62 L1xlx0.... ,021 Q 34 23.5... 3, 1 19.487 Code.. 12247 12.247 4.1.14 26 19 RT1X1X.. .5 15,82 19.487 19.487 19.487 12247 12247 2.. 4.12-1 27 M31 RT1X1X.. .019 12.5 2 .001 12.5 1015.$2 19.487 19.487 19.487 12247 12247 - .6 4.12-1 •••••• 2a M03 L1xlx0.... 1 1 .5... 19.487 Code.. 12247 12247 • 1.1-1 •s • • •••• Z M61 L1xlx0.... 18 0 _2 _031 0 2 3.515 19.487 Code.. 12.247 12.247 • 4�.1-1 • • •• 3 M68 L1xlx0.... .001 23.5... v 10.3.515 19.487 Code.. 12.247 12.247 1.14 •••••• • • •••••• 31 M17 RT1X1X.. •017 11.5... 2 .000 11.5••• 10116-169,19-487 21212 21.212 12247 12.247 1... ,g 4.1.13 3 RT1X1X. 7 11.5... 11.6... 1 16.169 19.487 21212 21.212 12247 12247 1... ,6 4.1.1 3 • i••• i 33 M48 RT1 X1 X.. .016 0 8 09 0 z 10 17.899 19.487 19.487 19.487 12.247 12.247 1.1 12-1 • •• • • 34 M39 RT1X1X..1015 4 12.2 1 15.908 19.487 21212 21212 12247 12-.247,1..,.6 .1.1-3 0 •• ••• • 35 3 RT1x1X.. 0 4 .001 0 2 15.908 19.487 21.212 21212 12247 12247 1... .6� 1.13 • . ..;..' 36 M79 RT1X3X.. 2 1 12.828 19.487 19.487 19.487 12247 12247 2.. 2-1 :009** 37 M57 Llxlx0•••• 0 10 .002 1.241 z 103.515 19.487 Code.. 12.247 12.247 4.1.1-1 • •:• 38 M20 RT1X1X•. 1 15.988 19.487 19.487 19.487 12247 12.247 1... 4.12-139 M32 RT1X1X.. 0 2 .001 0 10 15.988 19.487 19.487 19.487 12247 12.247 1.. .6 4!12-140 7 L1xlx0.... 0 2 1 0 y 2.3.515,19.487 Code.. 12.247 12.247 • R4.1.14 • • • 41 M59 L1x1x0.... .014 0 10 .002 0 z 1013.615119-487-Code.-I 12.247 12.247 • 4.1.1-1 .... :""� 2M76 L1x1x0.... .013 1 0 1 19.487 Code..l 12.247 12.247 4.1.1443 • • • •• • M12 RTlXlX.. Q IQ 17.899 19.487 21212 21212 12247 12.247 1.. 4.1.1-3 44 M46 RT1X1X.. 011 6.566 Q 2 16.829 19.487 19.487 19.487 12.247 122471.. 962 4.12-1 45 M80 RT1X3X.. 011 10.55 2 .00 0 10 12.828 19.487 19.487 19.487 12.247 12.247 1....98 .986 4.12-1 46 M44 RT1X1X.. 011 6.327 .003 0 v 2 16.988 19.487 19.487 19.487 12.247 12.247 3.....6 4.1.2-1 47 M11 RT1X1X.. ,011 112.7••• 5 12.7... 2 15.732 19.487 21.212 21.212 12.247 12.247 1.. ,96 .6 4.1.1-3 48 M47 RT1X1X.. 11 112.7... 5 12.7... 15.732 19.487 21.212 21.212 12.247 12.24711.. 4.1.1-3 49 M41 RT1X1X.. .0 11 6.7611() 0 z 10 16.169 19.487 19.487 19.487 12.247 12.24712..v .6 4.1.2-1 50 M 1xix0».. 11 1 0 10 001 0 _Z_IQ 1 19.487 Code.., 12.247 12.247 1 4.1.14 51 M65 L1xlx0.•.. 11 1 0 10 1 10 3.51619487 Code.. 12.247 12.247 4.1.14 52 M40 RT1x1X.. 11 15.6910 .003 11.3... z 1016211 19.487 19.487 19.487 12.247 122471.. ,6 4.12-1 53 M71 L1xlx0.... .011 1 0 9 0 0 10 3.515 19.487-Code.. 12.247 12.247 4.1.1-1 54 M42 RT1X1X.. .010 112.5...1 12.5... 16.81 19.487 19.487 19.487 12.247 12.247 1....966 4.1.2-1 55 M43 RT1X1X.. •010 12.5 5 .003 0 Z 10 15. 2 19.487 19.487 19.487 12.247 12.247 2.....6 .6 4.1.2-1 56 1 M7 RT1X1X.. .010 12.5 5 .002 1 19.487 19.487 19.487 12247 12247 4.12-1 7 M45 jRTlXlX. 10 5.709 $ .003 12.0... v 2 15.977 19.487 21.212 21.212 12.247 12.247 3... 6 4.1.1-3 58 M9 RT1X1X.. 010 7.295 k 003 j2tq.= 2 15.977 .19.487 19.487 19.487 12247 12247 1...-996 4.12-1 59 M RT1X1X.. •010 12.0... 8 .003 0 v 2 15.988 19.487 21.212 21.212 12.247 12.247 2....981 6 4.1.13 60 M16RT1X1X.. 11.3... 1 11.3... 16.211 19.487 21.212 21.212 12.247 12.247 1... 6 4.1.13 61 M28 RT1X1X.. .009 11.3... 2 .001 11.3... V 1016211 19.487 21.212 21.212 12.247 12.247 1... .6 .6 4.1.13 2 M10 RT1X1X.. 12.4... 15.829 19.487 21.212 21.212 12.247 12.247 2.. 974 6 4.1.13 63 M4 RT1X1X.. .009 0 9 .003 11.3...y 2 16.211 19.487 19.487 19.487 12.247 12.247 2.. .6 .6 4.1.2-1 64 2 RT1XIX. 12.0... 1 0 v 10 16.977 19.487 19.487 19.487 12.247 12.247 2.. 991 4.1.2-1 65 M33 RT1X1X.. .009 0 2 1 0 V 10 15.977 19.487 19.487 19.487 12.247 12.2471... 4.1.2-1 66 M66 1xlx0.... 1 1 0 0 3.515 19.487 Code.. 12247 12.247 4.1.14 67 M56 L1xlx0.... ,007 0 9 2 21 -z-10- 3.515 19.487 Cade.. 12.247 12.247 4.1.14 68 M77 1xlx0.... 7 0 2. .001 0 v 1013.515 19.487 Code.. 12.247 12.247 4.1.2-1 69 M5 RT1X1X.. ,007 11.5...10 .002 11.5... v 2116-169 19.487 19.487 19.487 12.247 12.247 3.. 994 •6 4.1.2-1 70 M7 L1xlx0.... 7 5... 1 19.487 Code.. 12247 12.247 4.12-1 71 M27 RT1X1X.. g 8.76910 . 1 12.2... 16.908 19.487 19.487 19.487 12247 12.247 1... 998 .6 4.1.2-1 72 M55 LlxixO... 10 3,51519.487 Code..l 12247 112.247 4.1.14 M14 RTlXlX..j 006 0 5 001 2 15.696 19.487 19.487 19.48712247 12.247 2... .6 .6 4.12-1 74 M26 RT1X1X.I Q06 0 5 002 I?A.ny IQ 15.696 19.487 19.487 119.487112247 12.247 - .6 6 4.1.2-1 RISA-3D Version 11.0.2 [CAUsersWinaMDesktop\CURRENT PROJECTSIRISA 8511-1.r3d] Page 4 • 19 of 19 10815 RANCHO BERNARDO RD.,SUITE 260,SAN DIEGO,CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE:1-858,312-5150 FAX 1-858-777-3534 PROJECT: BANK OF AMERICA-9190 BISCAYNE BLVD.,MIAMI SHORES,FL DATE: 06/0312015 PROJECT#: 85114(REV 01/14/2016 JY) ENGINEER: FN(JY) CLIENT: COAST SIGN,INC. PAGES: Company SULLAWAY ENGINEERING Designer FN/JY Job Number 8511-1 BANK OF AMERICA-MIAMI SHORES,FL Checked By:MFS Envelom AA ADM1-05:ASD-Buildina Aluminum Code Checks(Continued) Member C Shear.. Dir LC Fc rksfl Ft rksfl Fb ..Fb -z..Cb Cmv Cmz Eon 75 M15 RTWIX. ,006 122...10 ,001 12.2...IV 12 15.808 119.487 21.212 21.212 12.247 12.247 13.....6 .6 4.1.1-3 76 M72 L1xlx0.... 13 1 23.5...I v 2 3.515119-487 Code.. 12.247 12.2471 4.1.14 77 M22 RT1X1X., 0 10 1 0 IV 1015.829 19.487 19.487 19.487 12.247 12.24713.....6 4.12-1 78 M34 RT1X1X.. ,005 0 1 .001 12.4...IV 1015.829 19.487 21.212 21212 12247 12.247 1... 6 4.1.1-3 79 M6 RT1X1X. ,004 0 2 .002 0 IV 2 15.81 19.487 21.212 21.212 12.247 12.247 2... .6 .6 4.1.1-3 80 M60 L1x1x0.... 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