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CC-13-512Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191293 Permit Number: CC -3 -13 -512 Scheduled Inspection Date: May 14, 2013 Inspector: Rodriguez, Jorge Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Pool House Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: JW ANTHONY BUILDERS INC Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360010160 -36 Phone: (954)463 -0938 Building Department Comments REPAIR AND REPLACE FLOOR SYSTEM REMOVE 120 SF OF DRYWALL PARTITION Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 13, 2013 For Inspections please call: (305)762 -4949 Page 12 of 20 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Gj 12 ii" �444-,2.444- (/t�.ri� TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2013R0312697 OR Bk 28592 Ps 4088 (1as) RECORDED 04/22/2013 10 :41124 HARVEY RUVINr CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: Penafort Pool Building/Dive Storage Room -11300 NE 2 Avenue. Miami Shores, FL 33161 2. Description of improvement Replace flooring and framing system 3. Owner(s) name and address: Barry University -11300 NE 2 Avenue. Miami Shores, FL 33161 Interest in property: Owner Name and address of fee simple titleholder: 4. Contractor's name, address and phone number JW Anthony Builders. 408 S Andrews Avenue, Suite 100, Fort Lauderdale FL 33301 954 - 463 -0938 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9, Expiration date of this Notice of Commencement: (the expiration date is 1 year fru,,, the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner( ? ner(s)' Authorized Officer /Director/Partner /Manager Prepared By . Prepared By Print Name Bruce Edwards Print Name Tiitie/OfficeV Rcttt ek1SINE105 Pi+sl■NCE Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE A � The foregoing instrument was acknowledged before me this '' day of 1 * & RCt4 . 2013 By Bruce Edwards ❑ Individually, or El as Vice President for Barry University 1J Personally known, or ❑ produced the following type of identification: Signature of Notary Public: ',, -ti,, - Print Name: �. V , i Intu>(," (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s),!, er(s)'s Authorized Officer /Director/Partner /Manager who signed above: By =_ By $TATS OF F4.OR(D& , If'. i WY OF DADE 1 HEREBY CERTIFY I * this is a irt+e Dopy of the *OM Ned In r ' >; tea (y of AD20 Seel. HAR N, CLERIC, of Omit and County Courts, D.C. PERMIT # f g -SL) CONTRACTOR: TA. 4-,01.0.2, SUBMITTAL DATE: 615 ADDRESS:) Ro 6 A-% /754:17/44 NAME: RESUBMITAL DATES: 4 4' 1 3 v , PROJECT TYPE: ZONING FIRE 2011a URAL IMPACT FEES ELE ` RICAL47� HRSIDERM PLUMBING NOC MECHANICAL BLDG : _ . 9ls�ia i ,a 4-Iq(3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUIL k NG PERMIT APPLICATION Permit Type: JOB ADDRESS: 2(113 FBC 2010 Permit No. Master Permit Not .C)3 ° 1 2 BUILDING ROOFING 11300 NE 2 /ve (PENp► p_r pool 51JM 1riv) City: Miami Shores County: Miami Dade Zip: 331 Co J Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): VA1g.`{ LAW( Y E 12s 1 T `f Phone #: 3O5 819 5785 Address: 1 300 N C 2 15• k E City: M 1 W P1 t S 1 012. ES State: Zip: 3 3 (Co 1 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: -.71.0 /N 1144 �/ �-) 'v Phone #: ° tip' 3"'6 % 3) its Address: 40 al i % 4 City: r d- tic i state: F L Zip: 33 3o % Phone #: 9 0-/- /V2 Qualifier Name: State Certification or Registration #: C 0 3 / 5�6 2 Contact Phone #: (7S — 6S-4) l // ' Email Address: o& J& DESIGNER: Architect/Engineer: Value of Work for this Permit: $ OVD Type of Work: ❑Addition OAlteration (y9 sr Description of Work: Vaiti- eP Certificate of Competency #: Phone #: q - Eby( - 35- 17 Square/Linear Footage of Work: New URepair/Replace AP/Co.. z'W D Demolition D S'Til A(1E OO M Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** Fees *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 02/0 Submittal Fee0, s Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRICAL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs f such posted notice, the inspection will not be approy and a reinspection fee will be charged. Signature oset,c, Ed 441, Owner or Agent The foregoing instrument was acknowledged before me this 7. day of (letOd CUI , 20 13, by �— T1� • , who is personally known to me or who has produced j'iw -ti n. As identification and who did tak NOTARY PUBLIC: Sign: itsv w Notary Punic State of Florida 4 Luis Riascos *r My Commission DD881485 "opt Expire$ 04/19 /2013 ,1I Print: l' v My Commission Expires: o `■ 4 (13 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 13 , by l / who is personally known to me or who has produced P P\ No :.)N as identification and who did take an oath. NOTARY PUBLIC: ���••arpu ° °, P: :M ^ °a Richards. .:;3N #EE204509 JUN. 03 2016 �� �` r,ri0i,NOTARY.com My Commission Expires: f (Ji cq t m i c9 **************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *err **** ** * *** APPROVED BY Plans Examiner Structural Review (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09XRevised 7/10/2007) Zoning Clerk Miami Shores Village Building Department 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No: (,C13 Structural Critique Sheet 13 S (L) (.fvLf &J o 1 5 Sik Vi. 11/4/5131s e Go D� Patt N Ce 6.3I DPrT E DE-5 Cj l..➢ LAD AID C- -r( -c A- kio is NP Lo A�s> -5)/914 r f S' Page 1 of 1 IS WO I 4 PC- f-t' t C 1 z 13 I✓ e 1) I. Wit; oke COH f. % STOPPED REVIEW 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. Mehdi Asraf Miami Shores Vuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 26, 2013 Permit No: CC13 -512 Electrical Critique — Michael Devaney 1. Need permit application to relocate receptacle and light. 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. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 26, 2013 Permit No: CC13 -512 Buildinq Critique 1. Provide approval from Miami Dade DERM /PERA. 2. Provide electrical permit. 3. Identify the required separation from new plywood and concrete at west side or use pressure treated material. Identify the method of attachment in this area. See note on plan. Norman Bruhn CBO 305 - 762 -4859 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. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: S) 2- DATE: 3/97 / ) 3 1,41-1-1-0/4\/ kLrOLL *Contractor o Owner o Architect Picked up 2 sets of plans and (other) Dicizo Address: ("4 3 ki z.v.1 iLJ From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by. PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 TALBERT, TIMOTHY MICHAEL J.W. ANTHONY BUILDERS, INC. 10712 OLD HAMMOCK WAY WELLINGTON FL 33414 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our senric es, please log onto www.rnytiorIdalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! t+C# 6202909 DATE 'RCpptNTING" ' STATE OF FLORIDA; DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING DOARD SEM L12071500085 STATE OF FLORIDA ' AC# . 20 2 9 0- q DEPARTMENT OF :BUSINESS AND PROFESSIONAL REGULATION CGC031518. 07/15/12 128009618 CERTIFIED GENERAL CONTRACTOR TALBERT, TIMOTHY' MICHAEL J.W. ANTHONY BUILDERS, INC IS' CERTIFIED under- the provisions of.. Ch. 489 FS • Expiration date:-AUG 31, '.2014 - -. r..I.2071500085 fF�vt�RK�h PA�i'EC�TD pk BATCH NUMBER LICENSE NBR. 07/15/2012 128009618 CGC031518. The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of'= Chapte Expiration date: AUG 31, 2014 TALBERT, TIMOTHY MICHAEL- J.W. ANTHONY BUILDERS, INC. 408 SOUTH ANDREW'S ANTE FORT LAUDERDALE FL 33301 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ALTOBELL, ANTHONY J.W. ANTHONY BUILDERS, INC. 6851 SW 8TH STREET PLANTATION FL 33317 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! • DETACH HERE (850) 487 -1395 STATE OF FLORIDA AC# Pe 2 3 2 DEPARTMENT OF BUSINESS AND PRROFESSIONAL REGULATION CCC1329533 06/01/12 110409460 CERTIFIED ROOFING CONTRACTOR ALTOBELL;:. ANTHONY J . W ANTHONY BUILDERS, INC . IS CERTIFIED under the provisions of Ch.489 Fs Expiration date: AUG 31, 2014 &12060101314 rgDo E , AlMder o Gmitr in0P lam" Ta -amE .: 104MIETIME6 C #614923.2 STATE OF FLORIDA DEPARTMENT .OF,.BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING.BOARD SEt #LZ2060101314 06/01/2012 110409460 LICENSE NBR CCC1329533 Me ROOFING CONTRACTOR below IS CERTIFIED_ hider the provisions of Chapter 489 F Cxxpiration date: AUG 31, 2014 ALTOBELL, ANTHONY J.W. ANTHONY BUILDERS, INC. 6851 SW 8TH STREET PLANTATION FL 33317 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED RY LAV'v KEN LAWSON SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ALTOBELL, ANTHONY J.W. ANTHONY BUILDERS, INC. 6851 SW 8TH STREET PLANTATION FL 33317 (850) 487 -1395 STATE OP "FLORIDA AC# au 9 3g 3 Congratulations! With this license you-become one of the nearly one million DEPARIVIENT OF .:BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. s PROFESSIONAL i REGULATION Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. C( CA24933 06/01/12 110409623 Every day we work to improve the way we do business in order to serve you better.: For information about our services, please log onto www.myfioridaticense.com. CERTIFIED GENERAL CONTRACTOR There you can find more information about our divisions and the regulations that ALTOBELL, ANTHONY' impact you, subscribe to department newsletters and leam more about the J . W. ANTHONY BUILDERS , INC Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE IS .CERTIFIED under the provisions of ch.489 Fs .Expiration date: WIG 3I:, 2014 L12050101445 TA! DOPAf.AENTITA A ' E, NI] B G RQ; V IGADVINTING • L Et af AC# 6149363 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L120.60101445 ATE TED, LATCH NUMBER 06/01/2012=11.0409623 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter .;489 FS. Expiration date: AUG 31, 2014 LICENSE NBR C.GCA2`4733 ALTOBELL, ANTHONY J.W. ANTHONY 'R TILDERS , INC . 6851 SW 8TH STREET PLANTATION RICK- SCOTT=` GOVERNOR FL 33317 DISPLAY AS REQUIRED BY =LAW KEN LAWS ON SECRETARY Apr 1913 04:40p JW Anthony Builders, Inc. From:Jennifer Arencibia FaxIDANF Roemer Insurance Page 2 of 2 954 -463 -1023 p.1 Oate:4f19/2013 04:15 PM Page:2 of 2 JWANT -1 OP ID: JA '`'�- '`'� °° CERTIFICATE OF LIABILITY INSURANCE °ATEi/19113 ' 04119113 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATNELY 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. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) 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 W.F. Roemer Insurance Agency 954-731-5566 4752 W. Commercial Blvd 95473141436 Fort Lauderdale, FL 33319 Jonathan F. Remes c ACT Jon Reines ac°.N 6,n:954- 332 -0188 1 I No): 954-731-9438 E L • AsokesS: JremesQroemer- ins.com PISURER(S) AFFORDING COVERAGE NAIC * INSURER A:Vinings Insurance Company 16632 INSURED J.W. Anthony Builders, Inc. 408 S. Andrews Ave #100 Ft Lauderdale, FL 33301 /" flllCO nlrcc. ■■■■• �.._ - -- - __ __ __ __ INSURER a: Travelers 25658 INSURER C' DAMGE S {O E RaNmuuErtD a nca INSURER 0 : CLAIMSNJDE I X j OUR INSURER E : $ 5,000 INSURER F : • IlG\' NI■III 'YVIl117GIN. THIS IS TO CER -IFY THAT 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 ANO CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAYHAVE BEEN REDUCED PAID CLAIMS. LLIIR TYPE CF INSURANCE ' p' R WVD POLICY NUMBER E�BY (MMDLfJID/YYYYb IMkA E %P) LIMITS A GENERAL LIABILITY X : COMMERCIAL eet•- RFJ. L ABILITY GLP012903300 07/23/12 07123113 EAa4ACCURRE ICE $ 1,000,000 DAMGE S {O E RaNmuuErtD a nca 3 100,000 CLAIMSNJDE I X j OUR MED EX. (Any cra person; $ 5,000 PERSONAL & AC'J INJURY $ 1,000,000 GENERAL. AGGREGATE $ 2,000,000 OCN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRe LOC PRODUCTS- COMP/OPAGG $ 2,000,0001 3 B AUTOMOBILE X LABILITY -O BA1C391741 07/23/12 07/23113 COM$+ .70 Sk4GL.E IT OM (Ea accident) $ 1,000,000 ANYA.IJ LL OWNED AUTOS HIRED AUTOS W EC LEO NON-OWNED AUTOS EOQaY INJURY (Perpelson) $ BODILY N.URY (Per acddenl) $ (Perm UMBRELLA LAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE 3 CED I RETENTION $ $ A _ WORKERS COMPENSATION AID EMPLOYERS' LLABILTTY ANY PROPRIETCR/PARTbER/EXECLnrJE YIN OFF.CEROMEI,$$R ExCLUOED? (Mandatory In NN) 1ye s tfesGbeurater DESCRIPTION OF OaERPTtONS below - N IA WCVD12902800 06/21/12 06121113 {{ ff X l TORY LTA+ ITS 1 I ER E.L. EACH ACCIDENT S 1,000,00' - E.L. DISEASE - EAEMPLOYEE $ 1,000,00 El. DISEASE .POT. ICY LIMIT $ 1,000,001 DESCRIPTION CF OPERATIONS/ LOCATIONS I VEHICLES moth ADORE/ 101, Addlterml Resorts Schedule, IT more twee Is required, CERTIFICATE HOLDER MIAMIS2 Village of Miami Shores 10050 NE 2 Avenue Warn Shores, FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE W/1TH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) 01986-2010 ACORD CORPORATION. All rights reserved The ACORD name and Togo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 190652 Permit Number: ELC- 4- 13-679 Scheduled Inspection Date: May 06, 2013 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Pool House Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: JULIANA ENTERPRISE, INC DBA POWER PRO Permit Type: Electrical - Commerci Inspection Type: R gh Work Classification: Addition /AI eration Phone Number Parcel Number 1121360010160 -36 Phone: (305)6874080 Building Department Comments OUTLET AND RELOCATE LIGTHS SWITCH Infractio Passed Comments INSPECTOR COMMENTS False if/ Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 190139. May 06, 2013 For Inspections please call: (305)762 -4949 Page 44 of 48 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: 13 6) 0 IV L� 'ry 0 Pr v FBC 20 Permit No. Master Permit No. a C- 3— 13 —g 2 City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes Zip: 3 / 6 NO Flood Zone: OWNER: Name (Fee Simple Titleholder): p) Q'3'1, Ve 1 per-/ Phone 87 Address: 1 12 & O City: / ?I Okkl/L4` I 1 0 Jt e..4 state: Tenant/Lessee Name: f ? Phone #: Email: CONTRACTOR: Company Name: n Address: .44 `T r`, l.J ��1 str ho e#: pos-) (r &6 —106)0 Zip: 330/ City: Qualifier Name: i e sint sP State Certification or Registration #: C —4/9-9-0 / q ® 3 Certificate Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work Type of Work: Description of WITS 0 )YAty flATASMIr Square/Linear Footage of Work: ..�.�- UNew ORepair/Replace - tell Submittal Fee $ Permit Fee $ it.-5-0 / ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) /7/6 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 ELECTRICAL 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 appr and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this d a y of W h i r , 2013 , b y 130.4C6 . N who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissi * * * * * * * * ** APPROVED BY Contractor The foregoing instrument was acknowledged before me this ° I f day of ►'Li L , 20 j.. ,, by F:kei1174 1 pr who is personally known to me or who has produced )) as identification and who did take an oath. NOTARY PUBLIC: ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 (Revised 3/12/201 Structural Review vise1107 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk J O R G E A G U T I E R R E Z • A I A • A R C H I T E C T L L C April 1, 2413 Norman Bruhn, Chief Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Fl 33138 Re: Structural Plan Review Comments Floor Structure Replacement, Dive Storage Penafort Pool, Barry University Permit No. CC 13 -512 Dear Mr. Bruhn, Below are our responses to your department plan review comments of the referenced project, 1. Electrical Comment: Need permit application to relocate receptacle and light. Response; Permit application submitted by contractor. 2. Building Comment: Provide approval from Miami Dade DERM/PERA Response: See stamped approvals on permit drawings submitted 3. Building Comment: Provide electrical permit Response: Permit application submitted by contractor. 4. Building Comment: Identify the required separation from new plywood and concrete at west side or use pressure treated material. Identify the method of attachment in this area. See note on plan. Response: Note has been revised, plywood will not be used over the existing concrete slab.. 5. Structural Comment: Draw a section across the joist showing the connection to the support. GREEN • SUSTAINABLE • HIGH PERFORMING ARCHITECTURE LEER AP• MEMBER US GREEN BUILDING COUNCIL,' MEMBER FLORIDA GREEN BUILDING COALITION 208018iscavne Blvd, 4th Floor, Aventura, Fl 33180 TEL 954 -$P4 -3517 FAX 305- 866 -P568 EMAIL igutierrezilagaia.com WEB www.lagala.com AR 14571 AA26002181 J O R G E A G U T I E R R E Z • A I A • A R C H I T E C T L L C Response: Additional sections requested provided on sheet A -101 6. Structural Comment: Structural Notes shall consist of: a) Code Reference with Date. Response: See requested information on sheet A -101, Structural Notes, drawing block 4 7. Structural Comment: Structural Notes shall consist of: b) Design Load Criteria. Response: See requested information on sheet A -101, Structural Notes, drawing block 4 8. Structural Comment: Structural Notes shall consist of: c) Wind Load Parameters. Response: See requested information on sheet A -101, Structural Notes, drawing block 4 — not applicable, there is no work proposed on the exterior envelope of the existing building 9. Structural Comment: Structural Notes shall consist of: d) Materials Specs. Response: See requested information on sheet A -101, Structural Notes, drawing block 4 Please contact me if there are any pending questions or concerns on this resubmittal. Respectfully submitted, Jorge A. Gutierrez, A.LA. GREEN • SUSTAINABLE • HIGH PERFORMING ARCHITECTURE LEED AP" MEMBER US GREEN BUILDING COUNCIL' MEMBER FLORIDA GREEN BUILDING COALITION 20801 flisca_ vne Biv I, 4th flow, Ave.Mra, F.1331.80 TFL 954-404-.517 FAX 305 -$66 -056$ EMAIL igutierrez@lagala.com WEB www.iagaia.corn AR 14571 AA26002181 J O R G E A G U T I E R R E Z • A I A • A R C H I T E C T L L C April 15, 2013 Norman Bruhn, Chief Building Official Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Fl 33138 Re: Structural Plan Review Comments Floor Structure Replacement, Dive Storage Penafort Pool, Barry University Permit No. CC 13 -512 Dear Mr. Bruhn, ,PP 1 2013 AV Below are our responses to your department plan review comments of the referenced project. 1. Structural Comment: Identify connectors / hangers models used Response: Hangers are identified on the sections sheet A -102 as Simpson LU and Simpson LB joists hangers. The model for the LU hanger is LU 26 and the LB hanger is LB 26. The selected hangers product documentation including State of Florida approvals are part of the "Calculations and Supporting Documentation ", pages 6 thru 14, attached to the side of the drawings submitted for permit. Please contact me if there are any pending questions or concerns on this re- submittal. Respectfully submitted, Jorge A. Gutierrez, A.I.A. Florida Registration AR 14,571 GREEN • SUSTAINABLE • HIGH PERFORMING ARCHITECTURE LEED AP• MEMBER US GREEN BUILDING COUNCIL• 20801 Biscayne Blvd. 4th Floor, Aventura, Fl 33180 EMAIL jgutierrez@iagaia.com AR 14571 MEMBER FLORIDA GREEN BUILDING COALITION TEL 954-804-3517 FAX 305 -866 -0568 WEB www.iagaia.com AA26002181 •- z J O R G E A G U T I E R R E Z • A I A • A R C H I T E C T L L C Floor Structure Replacement Dive Storage Room — Penafort Pool, Barry University 11300 NE 2nd Avenue, Miami Shores, Fl 33111 Calculations and Supporting Documentation (14 pages including cover) 1. This cover page — page 1 2. Joist Calculations — pages 2 -3 3. Plywood selection table — page 4 4. Connections and ledger calculations — page 5 5. Hangers and supporting documentation — pages 6 -14 Jorg- A Gutierr-z, AIA Florida Registration AR 14,571 GREEN • SUSTAINABLE • HIGH PERFORMING ARCHITECTURE LEED AP• MEMBER US GREEN BUILDING COUNCIL• 20801 Biscayne Boulevard, 4th Floor, Aventura, Florida 33180 EMAIL igutierrez@lasaia.com AR 14571 MEMBER FLORIDA GREEN BUILDING COALITION TEL 954- 804 -3517 FAX 305- 866 -0568 WEB www.lagaia.com AA26002181 Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U -1 of 14 , 2000/2003 IBC, 2003 NFPA 5000. Base aloowables are user defined I 1 Title : Dsgnr. Rte Oc p Description : F Scope : Job # 11:42AM, 1 MAR 13 new 080204 Usee KW-003208. Vac CALL , : sa General Timber Beam Page 1 dive.owi:Gidcthattns Description Typical Floor Joist [General Information Code Ref: 1997/2001 N Section Name 2x8 Beam Width Beam Depth Mernber Type Brn Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.5001n 7.250 in Savor 1.000 Pin -Pin 55.000 pcf Center Span Left Cantilever Right Cantilever Southern Pine, No.2 2 Fb Base Allow Fv Mow Fc Allow E 6.50ft .....Lu ft .....Lu ft .....Lu -4 Thick, 5 -6 W 1,250.0 psi 175.0 psi 565.0 pal 1,600.0 ksi 1.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever Sunflna i DL DL DL 20.00 Mt #Ift #/ft LL LL LL 167.00 #/ft #/ft #/11 Span= 6.50ft, Beam Width =1 Max Stress Ratio Maximum Moment Max. Rotative Moment Max. Negative Moment Max Left Support Max 0 Right Support Max. M atitw fb 921.90 psi Fb 1,423.76 pal x Depth = 7251n, Ends are Pin-Pin 0.648 1 1.0 k-ft 1.6 k-ft at 3.250 ft at 8.500 ft 1.01 k -ft 0.00k -ft 0.00 k -ft 0.00 k-ft 1.56 69.92 psi 175.00 psi Maximum Shear • 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 0.8 k 1.9 k Left 0.62 k 0 Right 0.82 k Camber. v, Left 0.0001n ® Center 0.019in 6i Right 0.0001n 0.08 k 0.08 k Max 0.62 k Max 0.62 k Deflections Center Span.- Dead Load Deflection -0.013 in ...Location 3.250 ft ...Length/Deft 6.128.2 Camber( using 1.5•D.L DWI )-- e Center 0.019 in e Left 0.0001n ® Right 0.000 In T -0.101 in 3.250 ft 774.34 Left . Deflection � ...Lengih/Defi Right ... Deflection 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Lfidress Cates 1 Bending Analysis Ck 29.015 Le Cf 1.000 Rb 0 Center 0 Left Support 0 Right Support Shear Analysis Design Shear Area Requited Fv: Mcnvable Bearing Supports Max. Left Reaction Max. Right Reaction 2:059 ft 8.925 Maxidarasnt 1.01 k-ft 0.00 k-ft 0.00 k-ft ® Left Support 0.76 k 4.345 in2 175.00 psi 0.82 k 0.62 k Sxx 13.1411n3 Area CI 0.990 Sxx Reo'd 8.51 in3 0.00 in3 0.00 in3 0 Rifer Support 0.76 k 4.345 in2 175.00 psi 10.875 in2 Alfowabfe fb 1,423.76 psi 1,437.50 psi 1,437.50 psi Bearing Length Req'd 0.733 In Bearing Length Req'd 0.733 in Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U - 2 of 14 l? 0 title : 3847 W UWJ Dsgnr. t t,;t exp. Description : p-D'sr scope : Job # Cate: 11:42AM, 1 MAR 13 _Query Values M, V, & 0 ® Specified Locations ® Center Span Location = 0 Right Cant. Location = 0 Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k-ft 0.00k -t — l % /V.. ‚V' l) or I J �u•rL' Lk +r Usc t +c far co•A4L44,4. deNat Shear 0.62 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U - 3 of 14 Load -Span Tables for APA S l -Use Pane's 1 TABLE 10 UNIFORM LOADS (PSF) ON APA RATED PLYWOOD SHEATHING. MULTI -SPAN, NORMAL DURATION OF LOAD, DRY CONDITIONS, PANELS 24 INCHES OR WIDER Strength Axism Span Load Perpendicular to Supports Parallel to Supports Reline Goeverned Span Center-to-Center (Inches) of Supports Span (aches) 12 16 19.2 24 30 32 36 40 48 60 12 16 24 L/360 287 108 59 29 14 11 10 16 1/240 431 162 89 43 21 17 15 23 24/0 L /180 574 216 118 57 28 23 20 31 Bending 208 117 81 52 33 29 19 45 Shear 295 214 175 138 109 102 86 524 L/360 544 205 112 54 27 22 19 14 35 13 1/240 816 307 168 81 40 32 29 21 53 20 32/16 L/180 1,088 409 224 108 53 43 38 27 70 27 Bending 308 173 120 77 49 43 27 22 77 43 Shear 381 6 226 178 140 131 111 100 657 476 L/360 1,088 r° 224 108 53 43 38 27 18 78 29 10 L/240 1,631 614 336 163 80 65 57 41 27 117 44 15 4020 L/180 2,175 818 448 217 106 87 76 55 36 157 59 20 Bending 521 93 203 130 83 73 46 38 26 125 70 25 Shear 467 277 218 172 161 136 122 106 819 593 367 L/360 1,914 20 394 191 94 76 67 48 31 15 283 106 36 1./240 2,871 1,080 591 286 140 114 100 72 47 23 424 160 54 48/24 11180 3,828 1,440 788 382 187 152 134 96 63 31 566 213 72 Bending 775 436 303 194 124 109 69 56 39 25 225 127 45 Shear 571 414 339 267 211 197 167 150 129 102 1,381 1,000 619 (a) The strength axis is the long panel dimension unless otherwise identified. (b) Nominal thickness may vary within Span Rating. For range of thidmesses, see Table 5 of APR's Panel Design Speoifreafion, Form D510. (c) Tabulated values are based on the most conservative plywood construction, as shown in Table 6. Some capacities may be increased by appicationof formulas in Panel Design Specification, Form D510. Sc 3I 1 im tD b,4h I tr f,‘ (1.t) i- is r,i (i• NO, so ©K Form No. Q225G • O 2011 APA — The Erugrnee ed Wood AssodOtion • vewmr °apowood.org Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U - 4 of 14 P3 t-0 I de 5 F10 fr i+.., c g,(;) iJ omoistii OK Cc, ,�- (4,i,4-, : 0.GL tc. = ct I Us LC Lk, g 50 !L. 7 6 LO IL !O Olc. 2.�Q 1. 10L ! Iwo C Tom,, Cza ► `^ IBSfiM 50 (Ito s c i 5-Y10. z t© �( 51,30c-t-1 t r 7 140 sot 01 Floor Structure Replacemen 00 = arry U - 5 of 14 JB/LB/B/BA/HHB Joist, Beam, and Purlin Hangers JB/LB/B/BA/HHB Joist, Beam, and Purlin Hangers The BA hanger Is a cost effective hanger featuring mitVmax joist Ong option. Min fang featuring Positive Angte Nadbg targets moderate load conditions whereas the Max Nailing generates capacities for higher loads. The unique two level embossment provides added stiffness to the top flange. The newly improved 8 hanger offos wide versatility with enhanced load capacities. See To Flange Hanger tables. See .c zra =s . +.;a;i •;r ; for hanger modifications. which may result in reduced loads. Mate: See T ge Hanger tabfas. F1NSh: BA. .113. LB, and B— Galvanized: HHB - all saddle hangers and all welded sloped and special hangers - Simpson Strong-Tied) gray paint BA, LB, B and 11116 may be ordered hot-dip galvanized, specify HD©. Installation: • Use specified fasteners. Sea (ieneral.Notel and new tnhla • LB. BA, 8 and HHB may be welded to steel headers with weld size to match material tt (approximate thickness shown). The minimum required weld to the top flanges Is 143 x 2" (1/8" x 1 1)2' for LB) fill weld to each side of each top flange tab for 14 and 12 gauge and 3118' x 2" fit{et weld to each side of each sop flange tab for 7 gauge. Distribute the weld equally on both top flanges. Wedding cancels the top and face naiing requirements. Consult the code for special considerations when welding galvanized steel. The area should be well- ventilated (see l . Weld on applications produce the matdmum allowable down load fisted. For uplift loads refer to L- WE DUPLFT, • Ledgers must be evaluated for each application separately. Check TF dimension. nail length and nail location on ledger. • Refer to I- SLOPEJST for information regarding load reductions on selactecl hangers which can be used without modification to support joists which have shallow slopes (03/4:12)'. Page 1 of 5 www.strongtie.com Nailer TWA. 8 Series WM Verian Header App&ellone Lead TebEes hanger Collate moral Imagist Cade Fteporte Drawings Catalog Page Ftatetfd Ceeegoess Technical 6uN•lin, Fliers Hag 0 B and HHB • Other widths are available: specify W dimension (the mertirnum W dimension is 1 8116' for 8 and 3 1(4" for HHB). • SeeHsnpnr Ontirm B4, JB and LB hangers cannot be modified Use LBV as an alternative for the .1114J3. eallatla http : / /CF rstR to carol • J8 LB. 8A, B and HHB Typical BA Snsiestlon on Wood Typhus) BD are acceptable for Nailer Saddle weld -on ¢8.8 affably installation appeaedmr. See 1 !! sun laio�q Me ort Pool Barry U - 6 of33f 013 JB/LBBBA/HHB Joist, Beam, and Purlin Hangers EthatisaftWarlauslittedeauutiattiang i Top Face rat s 8404 in. 8-164 BA r 8-104 Max. 6.16d B 6-104 8.16d 10- _4_2-104x114 265 a 10 -16d 2- 10dx1'h 285 T4 10.104 8-1t t1 1170 8 -104 6- 104x11/2 8 -16d i 640d4 1170 474 990 i 357 1010 4135 1. Uplift bads are based on DF/SP lumber and have beam Increased for wind or earthquake loading when r o further Increase allOweO. Reduce where other loads govern. 2. For SPF use 0.88 x DF/SP uplift bad. 3. Where noted for single-0y plat hangars use 6 -10dx1 12' rwus. 4. NAILS: 16d = 0. 162' dia x 31/2° tang, 10d = 0.148• d1a x 3° long, 104x1 12 = 0.148' da x 1 12' long. See c nail sr; s. NaIIer Table: 1. Uplift values are for DF/SP milers only. Refer to technical Lave Pos tPI Fa for SPF vases 2. Refer to technical bulletin T-NAX.EffkiPLET for higher uplift va options 3. BA hangers require, 2 -104x1 112 joist nails. 4. 8 hangers require 6 -10dx1 1/2' (Dist nails to whims published loads. For Joist members 21/2' or wider, l6drr21/2' pmt rails should be installed for additional uplift tads on the 3x and 4x miler aisplicatOrla of IVO lbs. Ind 1010 ids. respeotivety. 5. Attach nt of nailer to supporting member is by the Designer. SecialiBMIIG (PDF$ IAPMO USE Eft ICC-ES ESR 8 B3.12/11.25 83.12/11.88 Eaft -2, -2523' 83.12/0.28 1° aa1S 83.58/11.25 33&2215AMIUMT 8310 8812 xafI. 3 2314 ML-?' 231e B36 CRY OF LOS ANGELES Soo spat o mope! lazzat ee2$eist > facet SSakflin MOM oor Structure Repl car ent Dive Star Nvv.stron e.co g uc connec ors/ Page 2 of 5 .next *top LEGACY REPORTS STAIR OF FLORIDA 1CC-ES NER IOC-ES tai DES ES code f=1 „aa WISH (<L1,TEO MUM EL,,,M BAUM E1.1.11131 Irinnafort Pool Barry U - 7 f3111/2013 Top Flange Hangers Load Table - Solid -Sawn Limber Page 2 of 6 1. N54A' Mara are supplied with hangers. 2. led s i n k e r s may be used:wfmre 10d cannons are c d out with no toadreducdon. 3. Uplift Wads are based on OF/SP bunber aid have been blamed fir wNd or earthquake loading ft0 Meer Increase armed. For normal loading applications such as cam constnctionrefer to agnaccu or consencalvely divide Scruple load hy 1:8. For sPF use 0.8 x OF/SP uplift load. 4. NM.$ led = 0.192' di . x 31/2 long, l0d = O.148' dia. x $' 10dx1 1P2 0.148• de. x 1 ia' long. ;Smother nab • Installed cost index not avalablean Neese models bttpil/Floorstron earn rereks onnn %ye terms Pssi.asp Pool Barry U - 8 of 3,i 2013 Product HU210 -2TF HU210 -3TF HU210TF HU212 -2TF HU212 -3TF HU212TF HU214 -2TF HU214 -3TF HU214TF HU216 -2 HU216 -2TF HU216 -3TF HU216TF HU24 -2TF HU24TF HU26 -2TF HU26TF HU28 -2TF HU28TF HU310TF HU312TF HU314TF HU316TF HU34TF HU36TF HU38TF HU410TF HU412TF HU414TF HU416TF HU44TF HU46TF HU48TF HU610TF ESR -2553 Used for Florida State Wide ' uct Approval # FL# 10856.1 10858.1 10856.2 10856.3 10856.3 10856.3 10856.3 10856.3 10856.3 10856.3 10856.3 10856.3 10856.3 10856.4 10856.4 10856.4 10856.4 10856.4 10856.4 10856.5 10856.5 10856.5 10856.5 10856.6 10856.6 10856.6 10856.7 10856.7 10856.7 10856.7 10856.8 10856.8 10856.8 10856.9 FL1O856 Products on this Report which are approved: Product FL# Product FL# HU612TF HU614TF HU616TF HU66TF HU68TF HUS210 -2TF HUS212 -2TF HUS214 -2TF HUS26 -2TF HUS28 -2TF HUS410TF HUS412TF HUS414TF HUS46TF HUS48TF HW3.25 HW410 HW412 HW414 HW416 HW46 HW48 HW5.25 HW610 HW612 HW614 HW616 HW66 HW68 HW810 HW812 HW814 HW816 HW86 10856.9 HW88 10856.11 10856.9 HWU410 10856.12 10856.9 HWU412 10856.12 10856.9 HWU414 10856.12 10856.9 HWU416 10856.12 10856.10 J8210 10856.13 10856.10 J8212 10856.13 10856.10 JB214 10856.13 10856.10 JB26 10856.13 10856.10 J828 10856.13 10856.10 LB210 10856.14 10856.10 1.8212 10856.14 1085610 L3214 10856.14 10856.10 10856.14 10856.10 ` LB26 10856.11 LB28 10856.14 10856.11 PF24 10856.15 10856.11 PF24A 10856.15 10856.11 PF24Z 10856.15 10856.11 PF26 10856.15 10856.11 PF26A 10856.15 10856.11 PF26Z 10856.15 10856.11 PFD24 10856.15 10856.11 PFD26 10856.15 10856.11 PFDS26 10856.15 10856.11 RR 10856.16 10856.11 W210 10856.17 10856.11 W212 10856.17 10856.11 W214 10856.17 10856.11 W216 10856.17 10856.11 W26 10856.17 10856.11 W28 10856.17 10856.11 W310 10856.17 10856.11 W34 10856.17 Product W36 W38 W410 W44 W46 W48 WNP210 -2 WNP212 -2 WNP214 -2 WNP216 -2 WNP26 -2 WNP28 -2 WNP312 WNP314 WNP316 WNP412 WNP414 WNP418 WNP610 WNP66 WNP68 WNPU210 -2 WNPU212 -2 WNPU214 -2 WNPU216 -2 WNPU312 WNPU314 WNPU316 WNPU412 WNPU414 WNPU416 FL# 10856.17 10856.17 10856.17 10856.17 10856.17 10856.17 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.18 10856.19 10856.19 10856.19 10856.19 10856.19 10856.19 10856.19 10856.19 10856.19 10856.19 SIMPSON STRONG -TIE COMPANY, INC. Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U - 9 of 14 LUC/LU/U/HU/HUC Standard Joist Hangers LUC /LU /U /HU /HUC Standard Joist Hangers LUCZ concealed flange hanger available for 24. 2x8, 2x11) and 2x12 lumber. Ideal for end of ledger/ header or post conditions, the LUCZ also provides cleaner tines for exposed conditions such as overhead decks. See . • ,: ca_tahinit. See Elseger..0040s for hanger modifications, which may result in reduced loads. LU - Value engineered for strength and economy. Precision-formed - engineered for Installation ease and design value. U - The standard U hanger provides fladbitity of joist to header installation. Versatile fastener selection with tested allowable HU/HUC - Most models have triangle and round holes. To achieve maximum loads, fill both round and triangle boles with common nails. These heavy -duty connectors are designed for schools and other structures requiring additional strength, longevity and safety factors. Material: see sables. Finish= Some products avafieble in StailliMESIOIL1E2MM.Ogilikia see Installation: • Use all specified fasteners. See. Genera! Notes. • HU/ HUC —Can be installed filling round holes only, or nil g roue and btalgte holes for =Arum values. • Joists atoped up to 1/4 :12 achieve feed tables. • See giesgawasztaiifiela for Inetailattone. • HU/HUC hangars can be welded to a steel member. Allowable fob are tear of the values in the or the weld capecky - refer to technical b<dletin T-1410W-W. Some products rney be Installed with the Strong-Drive. SD Structural Connector saw - ciktic hie for diMa Option/1c • HU hangers available with the header flanges turned in for 2 6/16' width and larger, with no load r. HUC hanger. • See Hanger Options. for sloped and/or skewed U/HU modals, and HUC (concealed flange) • HU only--Rough beam sizes available by special ort . • See Rough time are not available In 8x. • Aho are %tttpARA%s1rlQ * 'E8 roil aver Wages bste* to see taper tam Page 1 of 12 Load Tables Hanger °paces Galan/OS imam Coda Reports Oreavlage Cataiag Page Related Categalee Technical Suktlna Ram Help far devateaa INSTALLATION .top Rjammtaitypfsktetalttffientact Pool Barry U -10 o ,1 1)13 LUC/LU/U/HUIHUC Standard Joist Hangers Page 2 of 12 IMMO uss ER 10C-E9 ESA Luc210Z Similar) LU28 *mot LU U210 shown. some HU models do not have 'fib hale, QQ Elmmon Strom-TM HUC412 Concealed Rondos HU214 Peron mod on mot treactoLs 1 m dnuan bearing and motion ter. Typlcq LU28 won Typroal HU Intention HUES *next stop uaowar Revonrs CITY OF LOS AMA STAIE OF FLORIDA ICC-ES HEE ICE -ES ER =AS ES HU Son HU210 COLVA4PAIDAStr BF321i1O7 emu NU21O -2 MEE ELVELIALUM HU2104 2162111 a' PAZ Bata HU212 Essaustarmar MIME WM& HU212 -2 ISEIMattaaalar IIIMME EISSLIAUM HU212 -3 EL1I 1113214 gfinefailMallar MEM ELM= HU214 -2 ;: ;.,-, En= ELMO HU21r 43 fireareStfaaltr HU218 WilafgelgiBala HU216 -2 estl.28iel=_R:2sa FL10531 HU2189 Floor Structure Re I cenjent Dive t� F3m - p ort Pool Barry U -11 of http:/lwww.stro .e. con /pro ucts/connectol U CU- U =HiJ- .asp ry 013 Face Mount Hangers Load Table for Solid-Sawn Lumber (Douglas Fir&Southem Pine) Page 2 of 9 01mslose Fastellow .104 NISP(400)ARINgt* sat Wo01 No, `Gall W B 1024 41414 (11140111 144 154 SIONIA01113131213- D8L 2x4 DEL 2x6 TPL TPL 2x8 oun 2x10 TPL FrW24 1411%!±,- 31,4 7, Ili 7 , 4,40$ -.4-4 100:1:* 2- as H 4s$ LAi -- 555 cgs 595 ;',0., - 670 ILDISI - ,:,.: 720 LewesI U24 '16 1Yas VA , 1% , - 4404 1 4-184 MO 114 1%5 VA", 2% - i -- 4464 2-1 EL11824-2 18 144-2 16 141124-2,0111024-2 14 3% 3% 314 314 2 - - 4-164 3 2 - 4-104 4-164 _1 'i Ns 2% - - 4-1541 2-164 2-104 2-104 440 - 370 _ 485 MO ;A4 - 91 - 985 Lowest 575 550 655 595 705 +33% - 720 *. +240% ' Me 718 11 -120"111115T4:170 cir. 1 S 1%s i% 1 4% 1 1-1411 -1,_ 4404 - 1% --.:: 14-106:11:6434 4%. - 6-104 t_ 646d 2 1 .4400 4,4$11101 4'4094% 11474 ' N 1 CIO' , "i - . : ' 195 SO - :,.i , ,,, ' ' ' ion Lnwsst 1010 -12_1K-1Htill IRI less --- 44044 14 -24011i1V1' 6-184 Use itifiEzjiiii r113 161 .--;1 - 2120 - 3095 to i 1040 - 720 - *3335 _ ia' ili, 714 13 riPAri ''PA1. - ' 24(14 8-154 1314; 2% ' - , -- 4-1114 Emme .,tit L4826-2 13 4126.2 16 1WS26-2 14 - - 14 131211-236,1026-2 14 LUS2S-3 718 atal 3% 3% 314 -.. 3% 314 '''s, .* 3 1 - - ,, 4% 2 - - 5 2 - 8-104 i 5146 ' 2 - - - '* .* I 6% 2% Sae - ? „ 5% 2% MX, 7- ' 442- ' I. 14-154 4-164 8494 4-10d : 8-164 12-154 4484 8-184 8* 44- — *4‘ 4-164 4-104 4-154 1188 - 1030 - 1100 740 915 1150 0100 1 ' ii; 4 -1235 - 1 11135 - - 1210 - 1 Lowest 1250 , 1195 , 1410 , 45% - 1305 072% 760 - 1135 - -1105T----- 740 1105 - . , ''' -: .-± 1190 , - 1765 1,- - 130-11 2015 - 1445 , +233% - 2165 •254% 4-104 6404 4454 4404 4 4-014 , 4 42_fittd. - .r 4-104 1150 1100 IFirl -,-,....,..1 ...lug 11 1305 - 1 1284 .. 11651410 1 .---, - _ ' 12134 :15 OA i 4% ', 2 f = 8404 111126-3091025-3 4.igs-T 1r, 2% - i4-t-i-e, 24- — --__ 1165 865 - ' - LOVAS ELME 18 .4 1115 ..., .:,,, 4404 414 114 - 4404 Una al Lints 18 1%) 1% 4% 1% - 5482 6% VA : -- 6- 6-184 440x114 4-104 55700835195 1185 7 1100 950 11 1255 - 00 -100J +6% 1380 - ‘1,28 to 1140, 6A 1% - $404 8-1 640 , 6464 6-184 8-104a1% 4404e111 4404x 14 44041d% 850 930 1110 l':', 1270 110 1335 ' , 730 110 510 - 865 !Y,-,1 845 810 . 955 i - 1005 '..'!.1 1066 : +43% 1„ 875 41040 1 4150% -- 1085 , +251% 1,126 16 1110T Etypa 181E 14 1114 114„ 1% J4% 4% 2 - 6-1 . , VA 114 - 6-,1:, 5% 2% - - / , 514 3 - 4 = HAW 7 * 3 - - , 2-1td 54E4 114j 94 , ' , _ - . 30E5 - ' 4120 - 3335 4278% - 74220 409% 18 3% r a , ' r- 7 - r 4-154 4454 ; i'• MC:i EN 021 . i .. .2 i 18 3A ,a. 7 i 2 -.- t 5 2 ' i, 34131 8I0d 44 i rialICNIMIZSErrill LEI '5 t15 1195 ...4,- 4514 i14 334 1111211! SI: -1.-iiii34---- - it 46 ' 3 111T 4% 44' 4% ttf . *1 4% 11441 0%-i-, 1.11228 18 1* rl028 it 1116 , `. . 7 , 7 .401 lit- 2 . 414 2 5� 2% 5% 214 134-1 I 2%.__/&-t VA 134 _-_-. --, ' 1 ,- -L- . --;--- ! - 8404 I DO - j8-1 94fix -12-164 - - 6-104 6- „4"136 +1541 8484 1-1--)454 ...,.4 - _ let Efi , . . liEll — is 1112111111121 1805 - 1 .... 1 - i - - . 4-104 975 1 1 1305 1185 1410 * 44011 6404 4454 760 1135- 1:211112111=11101 0J 1345 1785 - - 1445 - 2155 - 4-104 1165 110 - i 1255 - 1350 - Lowet 850 : 930 1110 1 1050 : rzto 1150 '1335: +1334 Pi lit ' - .r +1011 8450 8-105X114 1165 ' 130 ate "","iit6 - - Oa 1525 - 1$50 - +1514 ' 0261 1535 14351 1115 ' +25� rata; 18 13 F10210 20' 11416 Met 134 ' - 8404 - T1 114 - 1 10-104 i 0-164 4-108 64 0411% 0210 16 tria 4- til$210Z ' iv, 'nu -1.147 146 1308211) 111: lii vi----- jilit14161: , rIrts 2 - 10-1011,4 1040 1-- 5-104x114 1110 1215 1440 1375 1635,,,_1485 1.;1;,; , , 7% vA - , to•tod f 0-164 , DA 2% --;, - 1 8-134 f 9 a --30484 .._, -.."4-, -111i-t2-11- :.---" 1 1:- II; 1 1 2f - - J464 6-10st% 4404% 14-134 44fid . 1100 1 1185 14101:, slo _.-- : :1 - villain illMIIIM10111 Immenim 1345 ! 106 I — , 1 .1.--- .r - Em 1455 1735 — 1445 t - 4575 +130% +22514 * — 2285 .' rtt il6 MN 10 "1344a14 111' ai.6, mano-6 14 ' I% *5108210-2 ;44 .3144 i 4 f 2 i --- .'. ' gojto6 - *1 , ...,, . IL:111:5111=1 ' F-Mi 26 ' -- 41.41 fh.1_,* :... 714-' 441; riiisu: =-I-18484 ov'' , - 6,4, 3 1 -- ,. - 1 30-1131 4, 4464 ' 640 1-_, -37101 8-104 104013 10-354 1640 rilir4106111 5835 1165 - 1745 ' - 10 -111E ti05 Zriii SCIEF 600 -12090 itglai:,:aiiia,aava - ;•7".,, - 1 - 2265 24s • • LU$2.+3 1544 LIAM-164 184% ._ 112119-3 16.1 "4* , - HI2I0-31 . w **v& 3110210-3 141: 640 111419210-3 14*', 4"i44 WA 2 - - .1_ 5454 Ole ' 2 - : - ' $4611 4141 2 :"14-ictii 1: i4;44.4 114 :6fii — 714-166 tole 2* *S I- -440 01% 3 - - ' 30-1611 11351 - ,2001r 1835 - 2880 - , 3020 - 3260 • - - - 4000 ...... - - ' - _ 9100 1431.4210-3 1214% 9V1 4 - 46-164 1. Uplift bads apply sa 100 and 16d header fasteners. Uplift loads have been increased for wind or earthquake loading with no funnw increase admired. RddliCe V.t KM other loads govern. 2. 10d COMMOSIS or 160 somas may ise u$ed instead ot the specified 150 at 0.84 Ca c teole1080 ASue. 3. 16d sinkers Tay be used instead at the speed 100 commons with no load reducfian. OW rankers are not acceptable tor HOG appficallons.) Floor Structure Re .1. :ftw.stro e.comt • • • cement DivaitargmbliterDf- Peur Pool Barry U -12 of 14_ 3/1/z013 ESR-2549 Used for Florida State Wide Product Approval # FL10655 Products on this Report which are unproved; FL# Product FL# 10655.1 HU36 10655.42 10655.2 HU38 10655.43 10655.3 HU410 10655.44 10655.4 HU412 10655.45 10655.5 HU414 10655.46 10655.6 HU416 10655.47 10655.7 HU44 10655.48 10655.8 HU46 10655.49 10655.9 H U48 10655.50 10655.10 HU610 10655.51 10655.11 HU612 10655.52 10655.12 HU614 10655.53 10655.13 HU616 10655.54 10655.14 HU66 10655.55 10655.15 HU68 10655.56 10655.16 11110210-2 10655.57 10655.17 HUC210-3 10655.58 10655.18 HUC212-2 10655.59 10655.19 HUC212-3 10655.60 10655.20 HUC214-2 10655.61 10655.21 HUC214-3 10655.62 10655.22 HUC216-2 10655.63 10655.23 HUC216-3 10655.64 10655.24 HUC24-2 10655.65 10655.25 HUC26-2 10655.66 10655.26 HUC28-2 10655.67 10655.27 11U0310 10655.68 10655.29 HUC310-2 10655.69 10655.30 HUC312 10655.70 10655.31 HUC312-2 10655.71 10655.32 HUC314 10655.72 10655.33 HUC314-2 10655.73 10655.34 HUC316 10655.74 10655.35 HUC34 10655.75 10655.36 HUC36 10655.76 10655.37 HUC38 10655.77 10655.38 HUC410 10655.78 10655.39 HUC412 10655.79 10655.40 HUC414 10655.80 10655.41 HUC416 10655.81 Product HHUS210-2 HHUS26-2 H HUS28-2 HHUS410 HHUS46 HHUS48 HSUL210-2 HSUL214-2 HSUL26-2 HSUL410 HSUL414 HSUL46 HSUR210-2 HSUR214-2 HSUR26-2 HSUR410 HSUR414 HSUR46 HU210 HU210-2 HU210-3 HU212 HU212-2 HU212-3 HU214 HU214-2 HU214-3 HU216-3 FIU24-2 HU26 HU26-2 HU28 HU28-2 HU310 HU310-2 HU312-2 HU314 HU314-2 HU316 HU34 SIMPSON SIMPSON STRONG-TIE INC Product FL# HUC44 10655.82 HUC46 10655.83 HUC48 10655.84 HUC610 10655.85 HUC612 10655.86 HUC614 10655.87 HUC616 10855.88 HUC68 10655.89 HUC68 10655.90 HUS210 10655.91 HUS210-2 10655.92 HUS212-2 10655.93 HUS26 10655.94 HUS26-2 10655.95 HUS28 10655.96 HUS23-2 10655.97 HUS410 10655.98 HUS412 10655.99 HUS46 10655.100 HUS48 10655.101 LU210 10655.102 LU24 10655.103 fLum 10655.104 TO56.10 LUS210 10655.106 LUS210-2 LUS214-2 LUS24 LUS24-2 LUS26 LUS26-2 LUS28 LUS28-2 LUS410 LUS414 LUS44 LUS46 LUS48 MUS26 MUS28 10655.107 10655.108 10655.109 10655.110 10655.111 10855.112 10655.113 10655.114 10655.115 10655.116 10855.117 10655.118 10655.119 10655.120 10655.121 COMPANY, Product FL# SUL210 10655.122 SUL210-2 10655.123 8111214 10655.124 SUL24 10655.125 SUL26 10655.126 SUL26-2 10655.127 SUL414 10655.128 SUR210 10655.129 SUR210-2 10655.130 SUR214 10655.131 SUR24 10655.132 SUR26 10655.133 SUR26-2 10655.134 SUR414 10655.135 U210 10655.136 U210-2 10655.137 11210-3 10655.138 U21OR 10655.139 U214 10655.140 U24 10655.141 U24-2 10655.142 U24R 10855.143 U26 10655.144 U26-2 10655.145 U26R 10655.146 U310 10655.147 U314 10655.148 U34 10655.149 U36 10655.150 11410 10655.151 U4108 10655.152 U414 10655.153 U44 10855.154 U44R 10655.155 U46 10655.156 U46R 10655.157 U610 10655.158 U61OR 10655.159 U66 10655.160 U66R 10655.161 Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U -13 of 14 ESR-11571 I Most Widely Accepted and Trusted 7.0 IDENTIFICATION The packaging of Tapcon Anchors with Advanced Threadform Technology s marked with the 11W Bufidex company name, ar the name of one of the additional Ilstees noted In this report the product name (Tapcon with Advanced Threadform Technology); anchor diameter and Page 3015 length; the name of the Inspection agency (CEL Consulting); and the evaluation report number (ESR-1671). A length identification code letter is stamped on the head of each anchor. See the length Identification system noted in Table 4 of this report. TABLE 1—ALLOWABLE TENSION VALUES FOR TAPCON ANCHORS WITH ADVANCED THREADFORM TECHNOLOGY INSTALLED IN CONCRETE MASONRY UNITS" ANCHOR DIAMETER Mich) DRILL BIT DIAMETER One-b) MDSMUM EMBEDMENT DEPTH (Inch)3 UBC - NTH SPECIAL PISPECTIOW UBC WITHOUT SPECIAL INSPECTION EICIIRC4 UBC 21.4 CAD Type UBC 21-4 CMU Type ASTM C 90 CMU Type Ughhvelght Obi Medium/Normal Ughtweigtht Obi 0.173 1 50 75 25 Mediumegiormat (Ib) 35 Lightweight Medium/Normal (Ib) 80 0.204 1 55 130 25 65 105 For SI: 1 inch = 25.4 nun, 1 tb = 4.45 N. 'The tabulatod tension toads am for anchors instead in the face Nu& of Wit/might, inetfium-weirtd and nomud-weight concrete masonry unfits in ccerediance with ASTM C $12 ar MC Standard 21-4, as shown in Figure 3 of des report 2The tabulated tension values are for anchors installed al the specified critical spacing s and aided edge distance cc, as noted in Table & The embedment depth Is the distance from the concrete masorey unft =face to the bottom of the fastener_ 4Special inspectem Midi be provided in accedence net Section 4.3 of this report TABLE 2—ALLOWABLE SHEAR VALUES FOR TAPCON ANCHORS WITH ADVANCED THREADFORM TECHNOLOGY INSTALLED IN CONCRETE MASONRY =WA ANCHOR DIAMETER Pelt DRILL BIT DIAMETER finch) .,1 11 •r, EMBEDMENT DEPTH tiltsb) UBC—WITI4 OR wrniatir SPECIAL INSPECTIONC- IBC./IRC4 UBC 21-4 CMU Type ASTM C 90 CMU Type Lightweight (Ib) Madkuniflormal ughtwailltit (ib) MettlerniNormal 0.173 1 110 160 86 1/4 0.204 1 135 220 110 130 For SI: 1 inch 25.4 now, 1 lb = 4.45 N. 'The tabulated shear loads are fo chors installed in lightweight, medium-weight and normal-weight concrete masonry units complying with ASTM C 90 or WC 21-4. 2The tabubded tension values are for anchors ish3lied at the specified critical spacing, s critical edge distance, c as noted in Table 3. aThe embedment depth is the distance from the concrete masonry unit surface to the bottom of the fastener. 'Spodel inspection shall be provided in accordance with Section 4.3 of this moon 3Specia! inspecficin under UBC is optional. When required, special inspection shall be provided in accordance with Section 4.3 of this report TABLE 3—ALLOWABLE SPACING AND EDGE DISTANCES FOR TAPCON ANCHORS WITH ADVANCED THREADFORM TECHNOLOGY INSTALLED IN CONCRETE MASONRY UNITS (Ines)l" CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER (Inches) Ii Minimum spacing distance awa 2 Critical giackig &stance inches 4 Simko Mad reduction factor - Tens3n Spacing bad vaduclion factor - Shear Mirka= edge distance 1.00 0.84 1.00 0.81 inches 2 2 Meal edge distance Edge Wad reduction factor- Tension 4 4 cm' Edge kW reduction factor- Shear 0.93 0.80 For SI: 1 inch = 25.4 nun. *The critical edge and spacing distances ere for fufi anchor capacity, and the minimum edge and spacing distances are for reduced anchor capacity. 3The load reduction factors in this table are appficabie only to the allowable loads shown in Tables 1 and 2 of this report 4Redudion factors are cumulative. Multiple reduction factors for more than one spacing or edge distance are calculated separately and niultiplied. &Load reduction factors for anchors loaded in tension or shear with spacing between critical and minimum we obtained by linear interpolafio' n. 'Load redudion factors for anchors loaded in tension or shear with edge distances between critical and minimum are obtained by linear Interpolation. ?Reduction applies to anchors installed n Ifightmeight MU only. Floor Structure Replacement Dive Storage Rm - Penafort Pool Barry U -14 of 14