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CC-15-572 � �t y' �����..4 ��+' 4. r�r t per F � •u,�� � �� �°� n{�{ �Fc `A tw ?��+ . � `�w `.�., .�.�``.,,_�., �F rl,��R�� r+ �� .+ .9 '!, ¢., �. •.+Ss :��+t �,' y1+ .., +�5� 'd ,T�`d '�'�ln}a�c s is :KP 5}. :c ,{� �+i .v. ' .y'*�l �..,., .s � � n� .,.fi ,,'.,w y�. 4 >t«,'. .► s z .,��. ..:•,,, is '+.�'` e ,.. ,°*t8 :* .+.�r.� .r.'y�..} : 4...`a'"< = & =e• „. fir: " .!a•" t;�.. ,.;.r'i rfp. �' `-'# ^ 'wad;v ^;c Psr" '�,:. .+ .-..a.b'�<;t. s �, �'? � ��� Certificate of Completion _ Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department '^ �s This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in %= compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type COMMERCIAL CONSTRUCTION Bldg. Permit No. CC-3-15-572 BARRY UNIVERSITY STOBS BROTHERS CONSTRUCTION Owner V Contractor CO w Subdivision/Project N/A Date Issued April 14, 2016 w Occupancy A`t Construction Type N/A Load N/A Occupancy Square Footage 1000Type N/A Description of BUILD OUT INTERIOR WALLS AND Applicable Code ' Work PARTITIONS ACCORDING TO PLANS. o2014 FLORIDA BUILDING Code Location a ` �. 11300 NE 2 AVE—Cor Jesus Chape ., Miami Shores, FL 33138 3221 _ 5�► NCC t93p932 ! j I , Building Officials ApprovalIsmael Naranjo, CBO toR r rskgta �.'[ :'� !5 +,3'' a zry `4 'firQ t kl' k:5a ii' {4`. *-.` t. F, •' ''r yb r s.t .v !a� ��,� ';" �csc�;:"� .�4 k' ..•,� t .fi4S> ,=A+� * l4��;�ttt a+ 'SS c44'G i' iz, •.t `�` a � 14�`dttNF1';K�zA���.'r ;st .r� r INSPECTION 7E0*"1'0'ORC -- POST ON SITE Permit NO. CC-3-15-572 fi y�OREs L << Miami Shores Village Permit Type:Commercial Construction 10050 N.E.2nd Avenue Work Classification:Alteration Miami Shores,FL 33138-0000 ��M TES 1N 90 Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: 7/1/2015 12/262015 FCORIDp' _ Expires: „ INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Commercial Construction Parcel #:1121360010160-0 Owner's Name:BARRY UNIVERSITY Owner's Phone: p Job Address: 11300 NE 2 AVenueSuite' Cor Jesus Chape Total Square Feet: 10000 Miami Shores FL 33138-0000 Total Job Valuation: $ 650,000.00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. STOBS BROTHERS CONSTRUCTIC 305-751-1692 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. - NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. INSPECTION RECORD ■ mo STRUCTURAL ZONING PLUM61NG INSPECTION DATE INSPlvrvww. 1INSPLUICIN I DATE INSP INSPEC110N DATE INSP Foundation Zoning Final Sternwall ZONING COMMENTS Rough Slab Water Service Columns(1st Lift) 2 nd Rough Columns (2nd Lift) Top Out Tie Beam x Fire Sprinkle Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/Doors ELECTRICAL Gas Framing INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers 'Pool Bonding Main Drain Firewall 'Pool Deck Bonding Pool Piping Wire Lath Pool Wet�lche Backflow Preventor Pool Steel Underground Interceptor Pool Deck rooter Ground Catch Basins Final Pool Slab Condensate Drains Final Fence �Wall Rough HRS Final Screen Enclosure Ceiling Rough I Driveway Rough PI UMBINh-0-M- MENTS Driveway Base Telephone Rough Tin Cap Telephone Final Roof in Progress TV Rough Mop in Progress TV Final I Final Roof ell-- Cable Rough Shutters At7-,Lachrn Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final 7 MECHiANICAC� ADA compliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUMENT,; Fire Alarm Rough Soil Bearing Cert Fire Alarm Final i Rough Soii Treatment Cert Service Work With Floor Elevation Survey Ali entilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate &-v-4- Pressure Test Spot Survey 4 r� / Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum FINAL T entiEtio n Hood ug d Ro Pressure ssure Te� Final 1 , 4 MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm T_ Oct.08 i RV 8/31/09 • Miami Shores Village Building Department SEP 14 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tei:(305)795-2204 Fax:(305)756-8972 ==— Website:www.miamishoresvillaite.com - TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date: S� �� Folio#:11- Master Building Permit#: CC— a3 /S 3��r;2 Square Footage of Space: ®®, 049C7 Miami-Dade Municipal Process#: aolSC o9 Miami-Dade Municipal Permit#: 1S0yp W Contracting Company: 5��-s Owner/Tenant: Lot: / 'Blloock: Subdivision: Street Address: 1130® A G 9"d Ave efor 1�es(As Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been inspected and approved. T Fa _k sty Print Name of Applicant or Qualifier Si re of"catr FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Miami-Dade County from Municipality: Cf1c—Z— /S" 5"712 Municipal Permit No. (MBLD): 21015006600t Job Address: 1300k)15' oC"'A / Unit:­! Project Name: r �es u r! Qualifier's Name: _T, 6e.4 S�i5 Qualifier's Phone: ', Z`1460.2 Email: Owner's Name:�sti�y IAruets/ Owner's Phone: Email: This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy(TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel,the form must be present at the job site for the field inspectors. When all approvals ha n obtained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. 1 Form Validated by �4=�� ®o•.eg� Date: Bldg Dept Personnel: Print Name Signature OAll "Required"TCO/TCC inspections indicated below must be signed"Approved" before certificate issuance. Inspector's Approval Req'd. Trade Name Signature Date Comments ❑ Building ❑ Electrical Fire M ❑ Mechanical ❑ Plumbing ❑ Public Works ❑ Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. OBuilding Official's Approval: Date: 01 St TCO/TCC ❑ Extension TCC/TCO Duration: Conditions of TCO/TCC: • If Master Permit expires,the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 04/09D I.OSFBOA STOBS BROS. CONSTRUCTION CO. f. y General Contractors Construction Managers �pAMER��P , 580 N.E. 92nd Street, Miami Shores, Florida 33138 Ph: 305-751-1692 0 Fax: 305-757-6564 Email:wwwstobs@stobs.com J. Robert Stobs C.G.C.011055 J. Robert Stobs, II Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Ismael Naranjo Ref: Barry University-Cor Jesu Chapel/Renovation (Phase I) 11300 NE 2nd Avenue Miami Shores, Florida 33161 Permit No. CC-3-15-572 This letter is to request a TCO for the above referenced project.The owner, Barry University is requesting limited use of the interior of the Chapel for a Mass on 9/13/2015. A Limited amount of exterior work will be completed within 30 days. Stobs Bros. Contact will be Chris Stobs at 786-236-0371 We hereby hold harmless and release Miami Shores Village Building Department and Miami-Dade Fire Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all like safety systems will be maintained and operable at all times while the building is being occupied. a 'fi J cert Stobs,-11---" License No: CGCO11055 BUILDING WITH FLORIDA SINCE 1937 V Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253773 Permit Number: CC-3-15-572 Scheduled Inspection Date: March 212016 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner. ,BARRY UNIVERSITY Work Classification: Alteration Job Address:11300 NE 2 Avenue Cor Jesus Chape Miami Shores,FL 33138-0000 Phone Number Parcel Number 1121360010160-01 Project: <NONE> Contractor. STOBS BROTHERS CONSTRUCTION CO Phone: 305-751-1692 Building Department Comments RENOVATE EXISTING CHAPEL. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-253699. Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 18,2016 For Inspections please call: (305)762-4949 Page 20 of 34 Miami Shores Village p� 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 � ' ' � , . ,�. . ,� I,F . s � Expiration: 12/2862015 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Cor Jesus Cha 1121360010160-01 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone $650,000.00 STOBS BROTHERS CONSTRUCTION 305-751-1692 Valuation: --- Total Sq Feet: 10000 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:RENOVATE EXISTING CHAPEL. Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted: Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return: Classification:Commercial Drywall Screw Scannin :48 Window and Door Buck Ceiling Grid Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Fill Cells Columns CCF $390.00 Review Electrical CO/CC Fee $200.00 Invoice# CC-3-15-54810 Review Electrical DBPR Fee $292.50 03/17/2015 Check*2446 $200.00 $21,749.00 Review Planning DCA Fee $292.50 07/01/2015 Credit Card $21,749.00 $0.00 Review Building Education Surcharge $130.00 Review Building Permit Fee $19,500.00 Review Building Plan Review Fee(Engineer) $160.00 Review Mechanical Plan Review Fee(Engineer) $160.00 Review Plumbing Plan Review Fee(Engineer) $160.00 Review Structural Scanning Fee $144.00 Review Structural Technology Fee $520.00 Review Structural Total: $21,949.00 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 pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoingtnformation is acc to and that all work will be done in compliance with all applicable laws regulating constructio a zoni g Futhermore,I aut aize theamed co ra or to do the work stated. July 01,2015 Autho ed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 01,2015 1 Miami Shores Village REC-Rivr� ��. Building Department MAR i 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 $Y' b� INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 0 BUILDING Master Permit No. - 2-- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �^ CONTRACTOR (DRAWINGS JOB ADDRESS: /3Oo A)C t��� ro r ��L-4— e! City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:® Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4o6arI / (�i,�t( U 'S!N/ Phone#: Address:�f S��C1 / 1/� 2 "d �- City: ✓�/a✓"�� _5—Apre-' State: Zip: 5YI61 Tenant/Lessee Name: Phone#: Email: Qn�� _ ^�CONTRACTOR:Company Name: � �C S'rl'�e7�d✓o C�. Phone#: .�®� 751—ldg oc Address: 2� 112" City: /'/iii ,Q of /v-s State: Zip: Qualifier Name: . !� 4S{��65 `l1— Phone#: . State Certification or Registration M G 01 Certificate of Competency#: DESIGNER:Architect/Engineer: G �Ll� 5 Phone#:30s Address: QZY49 5-14 u a City: r State:A�— Zip: Value of Work for this Permit:$ �-,�� O vO EJc� Square/Linear Footage of Work: Type of Work: ElL"Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I&V �15-17119 (f1`!j0e—j/ Specify color of color thru tile: Submittal Fee$ '(.� Permit Fee$ 1191/sem' Of CCF$ v 9 0 CO/CC$ �OL7 Scanning Fee$ 1+4-03 Radon Fee$ 2q2•S DBPR$ 29Z•S C7 Notary$ Technology Fee$5210433 —Training/Education Fee$ 13 •ox---) Double Fee$ Structural Reviews$ BW•o a Bond$ nn Q TOTAL FEE NOW DUE$ Ot )�� 6 •CO (Rev1sed02/24/2014) XqBonding Company's Name(if applicable) e 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 be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of .20 by /0 day of �a''�` ,201 S' .by who is personally known to �G �/"� .';Xis—Zwho is personally known to mg or who has produced as me or who has produced N / as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC, NOTARY PUBLIC: Sign: Sign: ri • Print• J�iry J 0147 d Yao , • MILOREO Y.GOMEZ • Seal: o Y P 6'�i aCommbsion 18 te�81 ?' y° Pdotary Public-State of Florida My Comm.Expires Aug 24,2017 Commission#FF 40660 APPROVED BY Plans Examiner j Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 STOBS,JAMES R li STOBS BROTHERS CONST CO 580 NE 82ND ST MIAMI SHORES FL 33138-3.173 CongratUlationsl With this IIC@n38 yyOU b@f�rFle tan@ O�t118.f18ar1?�' <.� „ one million Fiorldians licensed by ttre Depattntertt of Business and 1 , Professional Regulation. Our professionals and businesses range STATE OFFLL4RIDA from ard�It to yat rt brokers,from boXerS to barbeque restaun>ants, l€ DEPAFtTM_ i -SUSINESS AND and they keep l=loutda's economy strong, PROF CU> LATIPN 4`. h`f 0 Everyday we work to Imre tFie way we do business in order to CtaCQ1105505/1912U"1.4u serve you.better. For information about our services,Please log ori �a vwwvmyflorfdattoerns#.Wm. There you can find more information OERTIFIEG C. t about our divisions anti Etta ulatror that impact you,subscribe , , i to department newslOttem a loam more about the Department's S`t f 3S,F-10. initiatives. Jr STt l3�'t3 Q Our mission at the:Uepartmant is:,Ucense Effidentl%Regulate Fairly. f✓. We constantlystrive to serve you better so that you cern serve your - customers. Thank you for doing business in Florida, v.sI . !S'` ER'ri'l=�i�D u�+ciefi 1t�_provlsions and congratulations on your new licensel OnAft,,-AUt�3i. OfB i�ab6f8U4GOB4Z OETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OPFLORIUA 3 , s DEPARTMENT OF BUSH ESB AND PROFESSIONAL REGULATION l CON3TRUC noN,,INDUSTRY`LII ENSING.BOARD Ut Qo -� � "7"1'OE JAM s`R I I STt BS-BrV1,01k,44644,19, ON TH F ■ IIIAIyII SIS $- 17 ^ 'Si 4 �' rnr r ` ISSUED: 05/19/ 014 DISPLAYAS REQUIRED BY LAW SEQ# 41405190000947* +S 3� ����� �p�,t S'��dI{i��iX�Ak�S� i b �4 A#•�e �f*��� �`'? "Y'T �T k� Tr'';'—c.n�'4^' � ��5y x. a l °I'�irr MORW 'S � � 4 4 af��i t k �y, fid 3t3�`a• x � N ' L CQfV TRU 3��J 1198 'GE BUIPING .4v l � IIN ; 18/2i" a 4'�uddp i xi ��N� �w �� : FLECK -14-0 10 11 Hal any a la Idf �I rix,Tm Be to eot a l ma forcom ftl�k to da.kueUr IV Wtbd ytrrtkab i x�� ECflPt' bore p>$Ya a � h{ sm STOBBRO-02 VERONICA ACORU® E(MMronIYYYq CERTIFICATE OF LIABILITY INSURANCE DATE 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. 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 CONTACT NAME: Acrisure,LLC d/b/a In3ource PHONE Ext; 305)670-6111 No):(305)670-9699 9600 South Dadeland Boulevard 4th Floor ADDRESS: Miami,FL 33156-2867 INSURERS)AFFORDING COVERAGE NAIC 0 INSUPER A:National Fire Ins.Co. 20478 INSURED INSURER B:Continental Casualty Company 20443 Stolle Bros.Construction Co. INsuRERc:Transportation Insurance Co. 20494 680 N.E.92 Street INSURMD:Valley Forge Insurance Co. 20508 Miami Shores,FL 33138 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY 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 AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ENSR LTR TYPE OF INSURANCE POLICY NUMBER M o MMILIDD LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 ENTFU CLAIMS-MADEOCCUR 4013762175 04/01/2015 04/01/2016 PREMISES Eaxdmsnce $ 100��� X Wrap-up Exclusion MED EXP(Any one person) $ 6,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'LAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 2,000,00 j�T LOC PRODUCTS $ 2,000,00 POLICY� OTHER: $ AUTOMOBILE LIABILITY Ea,' dent I $ 1,000,00 B ANY AUTO 4016627434 04/01/2015 04/01/2016 BODILY INJURY(Per pereon) $ AUTOS ALL ED AUTHOS EDULED BODILY INJURY(Per acddent) $ X HIRED AUTOS X AUTOS NON-OSED er�d�OPERTY $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,00 C EXCESS LIAR I CLAIMS-MADE 4015527479 04/01/2015 04/01/2016 AGGREGATE $ 6,000,00 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION X PER T - AND EMPLOYERS'LIABILITY STATUTE ER D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N/A 1073762447 04/01/2015 04/01/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? El (Mandatory in NH) E.L.DISEASE-EA EMPLOY $ 1,000,0 If yyes desaft under DESG�RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached B more space is required) General Contractor-License No.CGC011065 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Shores Village Building Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami 10050 Sh 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE r M ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD f MCHARRYASSOCIATES 7BY: EI z June 12"'2015 W 1. 1015 a Miami Shores Village Building Department W 10050 NE 2nd Avenue, Miami, FL 33138 W c Re: Building Critique Review a Barry University Cor Jesu Chapel Repair and Renovation- Phase 1 11300 NE 2nd Avenue o 0 Miami Shores, FL 33161 W Permit Number: CC-3-15-572 0 0 0 Dear Sir/Madam: This letter is written in response to review comments for the above referenced project. 0 Structural Critique Review 4 1. New S1.01 provided. The drawings are incomplete. M Response: Will comply. See responses below. 2. There is no coordination with the architectural plans. Response:Sheet S1.Of- Coordination notes added to drawing tags. Sheet A4.02- Wall type tag included. Sheet A7.03-Detail tags added. U, U CO 3. Specify the elevation of tower organ. M Response:Structural changes to Tower Organ Level concrete slab omitted from scope of work. M HVAC installation to use existing opening. o a J 4. On Plan '1', all the elements surrounding the new slab are not defined.. Response:Structural changes to Tower Organ Level concrete slab omitted from scope of work. HVAC installation to use existing opening. M W 5. On Plan 7, what is the extent of C8 x 11.5?Where is it supported?. N Response:Structural changes to Tower Organ Level concrete slab omitted from scope of work. o HVAC installation to use existing opening. CD 6. On Plan '2', what is existing now? o Response:Structural changes to Tower Organ Level concrete slab omitted from scope of work. HVAC installation to use existing opening. o N 7. Where is wall type W-3 used? Response: Wall type W-3 is used at the Tower Base per Sheet A4.02. Coordination tag has been added to the drawing. 8. Where are details'4'&'S' used? Response:Details used on Sheet A 7.03. Coordination tags added to drawing. 9. Provide structural notes and calculations? Response: Will comply. Miami Shores Village Building Department Barry University Cor Jesu Chapel Repair&Renovation Phase 1 Permit Number:CC-3-15-572 Page 2 of 2 We are available if you :ex ap O Best Regards, • ��� .per. ames Piersol, I ••� •.,.... �'� NICHARRYASSO FS Architecture. Engineering. n esign AAC000986 2780 SW Douglas Road - Suite 302. Miami, FL 33133 O 305.445.3765 x137 M (786).280.7896 www.mcharry.com Miami shores Village Building Department alla�. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 SE Tel: (305)795.2204 ��ORitD� Fax: (305)756.8972 CIMT" T Date: 4-2q-1-5 Permit No: CC COPY Structural Critique-Syed Ashraf W- A CKA el -44 �L..n,.�.e, .cam � e.o o�C'���`^ c.•,,. �G, �. c,Wet?,,,,` �-e GQlwr �� 3 gra r.., I Ira ) lam. `12 q w- � .� .� ��..� Ce-x 11 . 5 �- 'P9 ' rTo bM. �'S G t-s,�-el 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. IVICHARRYASSOCIATES 0 a May 12"'2014 W Z Miami Shores Village Building Department W 10050 NE 2nd Avenue, Miami FL 33138 W c Re: Building Critique Review a Barry University Cor Jesu Chapel Repair and Renovation - Phase 1 M 11300 NE 2nd Avenue CO Miami Shores, FL 33161 CD g W Permit Number: CC-3-15-572 co g 0 Dear Sir/Madam: This letter is written in response to review comments for the above referenced project. 0 co Building Critique Review 1. Fire and DERM approval is required. M Response: Will comply. Dry run in progress at Fire and DERM. 2. According to note A203 the existing feature window with cast concrete grill is to be stabilized. 2 Section 1 on Sheet A2.01 shows a slope roof just below the window opening. Is the roof to wall o flashing affected by the repair, if so provide details and specifications for the roof repairs.Also take LU a look at the rest of the opening (504). o Response: Window replacement does not affect roof nor wall flashing. See detail 4/A 7.03. M M 3. Note 502, sheet A2.02 requires the existing water damage Celotex ceiling to be replaced. o Based on the information provided on section 21A2.02 it looks as if the Celotex ceiling is part of the g roof sheathing. Provide details and specifications for the repair. Response: Celotex ceiling is not integral to roof sheathing assembly. Revised sheets show note A502 arrow pointing at ceiling finish below roof sheathing. o M W 4.Note 501 Sheet A2.02 required the damage wood structure to be repaired. Provide details and specifications for the repairs. Response: Note revised. Truss structure is in good condition. Note was referring to "damaged CD finish"which is to be refinishing. 0 5. Note 604 requires the demolition of existing CMU wall. Provide details, sections and specifications with dimensions of the wall section to be removed. Uj CD Response: Sheet A1.02, Note A111 revised to read remove existing non-load bearing CMU infill co wall panel. Sheet A2.03, dimension added. See also details on Sheet S1.01. 6. The slab for the chiller water system 4/A7.03 should be as shown specified on the detail 6 of the same page. Response: Client has decided not to move existing chiller. Sheet A1.02, A4.02 &A7.03 are revised to reflect said change in scope. Existing chiller and slab to remain. 7. Sheet A4.02. Provide details and specifications for the 8" and 12" CMU walls. See red marking on the plans. Miami Shores Village Building Department Barry University Cor Jesu Chapel Repair&Renovation Phase 1 Permit Number:CC-3-15-572 Page 2 of 2 Response: 12"CMU wall removed from wall schedule. Revised detail of 8"CMU wall is shown on Sheet S1.01. 8. Note 12, sheet A4.04. Do not delegate requirements to the contractor, the engineer of record should inspect the structure and provide details and specifications for the repairs. Response: Extent of repair is outlined on Sheet A4.04. Note modfed. 9. Provide details and specifications for the required roof repairs. Response: See details 41A7.03 and 4&5/S1.01 10. Some of the sections, details and specifications on the plan are incomplete. Please check every page prior to re-submittal, cloud in all changes. Response: Will comply. Structural Critique Review 1. On all drawings in the wall legend, new structural elements are indicated. No new elements are found on the plans. Please rectify the wall legend. Response: Wall legend revised accordingly. 2. Architect shall provide a letter stating that there is no structural work in this project. Response: There are structural work required. See New sheet S1.01. We are availa i ons. 'F'ta': Best Re 6j.c NO: • LU * r•�,, QU • n 8Q� ,�j James Pie .rin IVICHARRY Architecture. Enginee Ing. Interior Design AAC000986 2780 SW Douglas Road - Suite 302. Miami, FL 33133 O 305.445.3765 x137 M (786).280.7896 www.mcharry.com buildingstrength Structural Calculations for Barry University Chapel Renovation Pages 1 thru 12 • • 0000 •e•••• Located at • ' Miami, FL 33161 0.0•• .••:•. •. IC�IjD .9• .. .•.... JUN 209 , '•'• ' BNI Project No. 15M09 '••••` ""' ••;••� 0000•• • •• s•••• •• •• 0000 0000•• _� • - 0000•• • • Prepared by: . . . . ...... Bliss & Nyitray, Inc..* •• ••• :....: Structural Engineers •..• 800 Douglas Road, Suite 300 Coral Gables, Florida 33134 Tel. 305.442.7086 AM Fax 866.832.5291 www.BNlengineers.com ` ,0111111 �1�®�a CA 674Jo ";:\GEN 0 ,;�X�i®®® No 47 ; ,`. o° o ® ° Paul A. Zilio, P.E. Florida License No. 47013 June 17, 2015 Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer generated information. 800 Douglas Road,Suite 300 Coral Gables, Florida 33134 1 PHONE 305-442-7086 FAX 866-832-5291 www.bniengineers.com Miami I Tallahassee I West Palm Beach BLISS& NYITRAY, INC, Jos Barry University Chapel Renovation >e Structural Engineers OHEBT No. JOB No. 9 5M09 CALCULATED BY PAZ DATE: 6/1612015 P=qh(GCp-GCpl) qz=0.00256 Iz Kt Ke v2 V{mph}= 175 Section 26.5 Eave Hetet,he= 36 feet Kb= 0.85 Section 26.6 Ridge Height,hr= 43 feet Exposure C Section 26.7 Roof Width= 50 feet,(Normal to Building Ridge) 1.00 Section 26.8 GCpt= 0.18 a= 9.5 (Table 26.9-1) Roof Angle,6= 15.64 deg. 71= 900 (Table-26:9-1) h= 39.50 feet •••• _ Ix: Zones z Kz qa Area_ 10 20 bt•••••q4?0 00 0500 . -�•• Game mp Roof.r<9:%27-,F["30.428,GCp 2.2 2.2 -2:2••**•,22 i 0•eU - -2 2 • {-}2 O.H. .... .. . 39.50 1.04 69.36 486 444 44$....-.166 A66 Gabkm Hip Roof,7°<852r,Figure 30.428,GCp= -3.7 3.338764 4.8812Wi •• 25 x.Las .Cue {}3 O.H. 1.04 69.36 270 -245 i-2- it":-j-486 -.184 4!4 1..-Above.P�reiicsures Include contribution from top and. •••• bottom-surfaces of roof overhang. •• 2. Positive Pressure at roof overhang$offit Is the same as adjacent positive Wall Pressure b ry Zones z Kz qZ Area= 10 20 50 100 200 Soo ��I.I��II�I/■IIIIA�� 283 B.H. figure30.49,GCp= 0.9458361 0.8765619 0.8234 0.7702381 0.70000 39.50 1.04 69.36 82 79 74 70 66 62 {-}Z O.H. Top 94 97 -92 96 400 404 {-}3 O.H. Top .1.88 466 437 416 -120 -124 i i NOTES: 30:2.2:Minimum Design Pressures are 16 psf(Ultimate)and 10 Psf(Servide) 30:2.3:Tributary Areas greater than 700 fe shall be permitted to be designed using the provisions for MW FRS Table 301.3-1 z shall not be taken less than 30 feet in Exposure B Figure 30.4-28:For hip roofs with 8 X250,Negative Zone 3 shall became Zone 2 - 1 -1 f AOJECt NAME WEV QW ^ SHEET o.—of JOB No. CALCULATEO V CAM DRAWN BY Bois$$'AtYitRA7:iKr: SCALE DATE 9 N 4,is N :E:E :R ffi. i cq 0000 ' • •' 00�0{0 �. ••. ��`sem - _ • .. .:.. .. ,aP 0000 0- 0000• .ra^"s ... .... wap Jjf� t)QR 0000 • 0. 0000. 000 ... ... ......... ... .. 000000' • •• 00000. • • • • •' 0000 0000• loCq •: 00 •. . ••. �.: : ----�► .�t ��,�� -�' ~� ate'.°`. �� � _ - �l .Y, 00 00 0 t 4 APO 711 i i 3 Miami i Taif0ass*;e I-West Palm Beach ( Orlando wwi4.5rdengineers.com 1 -2 Page 9 Of$ f81t8 TABLE 8--ALLOWABLE LOADS FOR THE LS REINFORCING MOLES ANGLE FASTENERS ALLOWABLE LOAD PARALLEL TO LENGTH OF ANGLE$Va) DEL Na. LENGTH(1n) (Quwd% Sfze) 0201.0 r�9As cbmias ,C Ca Q e L)S LS30 /e .8-104 335 388 395 Am qp LS50 4/e 8-10d 450 520 b80 L370 la 10.104 580 846 885 665 LS90 1 77a 12--10d 870 770 840 am For Sh 1 root=25.4 mm,I lbs=4.45 N. 1.Tabulated alowabte loads must be seWecded based on dum4w of load as by the appft"building cam, Z The tabWated alloomble loads are for a single oars use uot4i Nw I- on .. Load wh a 66 0ire�n s •• l _e •0000• • • • 0000 • •0•00 0000•• • •o 0000• LS Angle Dbnwmkme Allowable Betu1 Angles LBsllrubl@ btetaNed•••• •••••• 0000•• • � • _ • • • • 0000•• 0000•• FIGURE 8-1 d4 REINFORCING ANGLE ••• • :0000: 0• 0 TABLE B-- U.LDWABLE LOADS FOR THE Z CUPS CUR DIMENSIONS FASTENERSALLOWABLE DOWNLOAD Wham MODEL Cd=1.8 NO. 15 W H B TF TON Seat �' .25 ?.4 04 'la 2110. 'f /x 1-184 1-16d 465 Z8 1./z Sala 2 Ile 1-16d 3-184 4$5 Z" 2'h 311$ 2. 1.Na -16d 2-16d 885 For Sh 1 Inch=25.4 mm,1 lbs=445 N. 1..Re w to Figur 9 for dem of cUp d#nmMm a we s(W.H,B.TF).. 2.Tabulated allowable lads must be sued based.on duration of load as p mditd by ft agile bum code. $.Compression pemendiacisr4 *W*for the 00:beaf ng on ft clips must be verified and must not examed ft elle bade noted in the table. 4001" - - t EKiURE 9—Z CLIPS 1-3 PROJECT NAME ® SHEET No.—of JOB No. CALCULATED BY BRAWN BY SCALE .DATE 8(.iss& NYITRAM. INC, S T`R U C T U R A L E N G 1 N E E R S -eojov Avow - c , fit1 t' o,d. •' ..... .... � 1 ..... .. . . . . a� = Lel .. i J!' ��. ..;.. ...:: bfti) ...... . ..... - AN 1 'w . �. . : L I 22018 ". )CO. KA.J.11 \V A ;z..: - I i I. Mi+ipml [;Tailahasspe I_rest Palm Beach Orlando r wmw.tiniengfneers>com 1 -4 N BLISS & NYITRAY., '1 IdC..: www.bnlong ineers cam op$ = b ti " _.a_._ .. ................... .. .. : . . . ,. ...... .,: R...._...• ;�•�•- .'•TRY• .. Y .. _ J_ . f • • • 000000 0000•. • •. • 0000•• 00 • . • *�• [� � �ir ,. yCyt __.•. #%" .o. ! !t g3� .. q t� 0000.. .• .... ..... t Y .. . .. � ... . , . , . :. � :,_ .�� � 1 t•1 � psi ... �- ..... .. . . ...._. ,a t PROJECT NAME , M 1, .a CALCULATES)BY r SHEET No.__�___at NO>— MALE l www.hW.us Pros Anchor 2.4.6 Company: Specifier Project: Address: Sub-Project i Pos.No.: i Phone 1 Fax: Data: 6!1712015 E-Mae: l SpecMees comrru3rds: 9 Input data Anchor type and diameter: HIT HY 200+HAS-R 316.314 1t ec the entedrrient doth: hw=X4.000 In,-,,(hffi•14j, ll aiarlal: ASTM,F593 9valustiorl Service ReporC ESR-3187 Issued l Valid: 111=41311=14 Proot design method ACI 318-1.11 Chem ••• •••.• •.•.•• Stand-off, llation: eb=0.000 in.(tib shm"ft),t=0.250-104 •• • •..• •� 1 Anchor p le: Ix x�x t=4.00D in.x 2.500 In..x 025D lo. (Recommended plate'tlridrrtM?I&UlcukbAO • *600: . Profile: Round bars(AISC)*'(E,x W x.l)_0.063 in.x 0.063 In.x 0.000 In. ••..•• . •• :6606. ' Base material: :cracked concrete;4tflilt},iV.=4000 psi;h m S.ODD In.,Temp.shoft":UWP ••••• •...• Installation: harrvnerdr4llled hod,lnstasation condhion:dry ••�••� i ••.� 06:909 a Reintoroarrmnt; tension:cond#ton B,shear.condemn B;no supplemental spKiing relnf&0erW present•••• .•60:9 edge reinforcement;rime or<No.+4 bar �••�•� . �• Geornatry[in.]&t Ading[Ib,in.1b] i ••• • i..•.i w: I i 0 2 4 rgp, w a 40 � I I � 7 Y I � lnpLd&w wd waft MuSLbedmdwd*VWqemerdwlhfaeiWftom rewafw PWOMAW ramrsa - Tort�aGs � _�` I www.hlld.us Profis Anchor 2.4.6 Page: 2 specifier Proms Address: Sub-Projed3 I Pos.No.: Phone 1 Fax. Date: 61172016 E Miaii: 2 Proof l Utilization(Governing Cases) Design values Pb] titillation i Loading Proof 'Load Capacity 6 1 [%] Status. Tension: Sond Strien—gth 660 2986 231- OK Shear _ .I- _ Loading ON p � tltitz tion kv 1%] status CoIN* tension and shear IN - - - - - _ i • • t 3 Wathings ••.. ....;. • Please consider all deter and hInta/wamings given In the detailed reportl • • • • • Fastening meets the design criteriai ;....; .... . ..... +ii Remarks.;Your Cooperation Duties Any and all information and data contained In the Software concern a ly the use of Hihi:products and are baWgUl is prin*14,fW" .... security regulations in accordance with HWs technical directions and operating,mounting and assembly J jets,that must be�rlc ty • complied haith.bythe riser. Allures contained therein are average figures,and therefore:use-specffic tests are ucted plior to using '. the relevantli iti product. The results of the calculations cabled out by means of Software are based ess>�tstatgr oft the doy�pY In. •••••• Therefore,.you bear the sole responsibility for the absence of ermrs,the completeness and the relevance of tip.datooto be I Mn you. • • Moreover,you bear sole responsibility for haft the results of the calculation checked and cleared by an expe44Wularly wigs regnd to �••••; compliance with applicable norms-and permits,prior to using them for your specific facility. The Software serves vefy as an a8jq IfthVret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a apod is application: • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. in particular,you must arrange for the regular backup of program and data and,if applicable.carry out the updates of Software offered by Hits on a regular basis.If do not use the Autgtlpdate function of the Software,you must ensure that you are using the currentand thus up-to.4 to version of the Software in each case by carrying out manual updotea'vle the Hilt Website. Hsi will not be liable fbr cormuences,such as.the recovery of khat or damaged data or programs,arising from a culpable breach of duty by you. t 1 -7 1 t t t i k t i, . f ,_._ uran a+are and res muec ae a�d�r+�.re�ememwanerre exmnaa a�r� nyn "evtrfi4itW Profis Anchor 3.4.6 Compestfiee PaProje� 1 S Address: $ub-Project I:Pos.No.: Phone ifax: Date; 6/1712015 E-AUH: 5pecifter'ecornments: 1' 1 input data Anchor type and diameter ' HIT44Y 200+HAS-!R+316 01+8 Effective embedment depth: 0..a 3:125 in:(h6in.) Material: ASTMF-583 Evaluation Service Report: ESR4187 I Issued i Valli: 1AMJ4 j 3/1121314 •••• PtooL design.rtuathod ACl.31#3 AC308 • . • • •••• •••• Stand-off Itistailati •• on; ®y Ae.0.0oD K(no standtoft t=0.500 in. '••' i •••• •' Anchor plate: ix x Ir x t=4.000 In.x 4:200 in.x 0:500 In.+,,(Recommended plate thltttr aqtpelculat8o•' ; ••••i• Profile: Round.bers(AMSC).(i.,x W x 1)=0.085 in.x 0.0133 in.x 0.000 In. •••••• • • Base material: cracked Concrete,4000,V s 4000 psi,It=6.000 In.,Temp. :O3M2�� i•••i• ' • •••• • ••••• Installation: hammer drilled hole,Installation Condition:try •••••• • •• ••:••' Reinforoem rat tension:condition B,shear:condition B.,nosuppler' t rg reinter brit preset}! ' • edge reiMoroement.none or<No,4 bet •••••• • ' Somio'losds(twit.C.,[3.E.or F) no • • • • •••••• • • • • Geometry jin:]8;i oading Ob.in.1b] •••' i • ••• i••••i Z; j. t Ot i s 0 ' 7 a c sgs 8 .�� `X kP4 4amaid r moat De torageeznem+aph edo %mu0cm ard for PwwwW v .-. ..::aaorrSAmdroa tc,2�3- Hof Ati.fG8494 3cPt HCH is a' 7rmk Ati:srha� 1-8 _Q v i i s 0e, 3 www.hiiti us Profs Anchor 2.4.6 Company: : 2 mgr; Project Address: Scib-Roject`I Foos.No.: j Phone i Fax: J Date: -/17/2015 E-i401ail: f 2 Proof!Utilization(Governing mases) Design values[Ib] tdtlitradon f Loading Proof Load capacity &1 t%] Status s Tension Concrete Breakout Strength Shear Steel Strength Wo 81:36 -t9 OK i Loading Utilization kv Status -- Combined tension and shear loads 3 iW3 17 UK 0000 3 Warnings S 0 00 0000 060••0 3 •,Please consider all details and hintsMamthgs given Inthe detailed report) 6 6•�6. 0 0 00 6•: •••6:6 I Fastening meets the design criteria! 00 :0040: •••• 0000 0 6 66•.6• 0000 0 0606• 4 Remarks;Your Cooperatiion.Duties 000000 0 00 66.06 • Any and all information and data contained in the Software concern solely the use of Kill products and are bgWq%theprind".. utas and 6 6 6 6 security regulations In accordance with Hstfs finical directions and operating,mounting.and assembly In etc.,that must1 strictly • compiled with by.ttie reser. AD figures c ontained therein are average figures,and therefore use-specific tests WMec onducted ptkx to using • the relevant Hllti product). The results of the calculations carried out by means of the Softw ere are based essOntially Athe dgft fit in. 000000 Thereforeyou bow the sole responsibility for the absence of errors,the completeness s and the relevance of ft data to be pu01n by you. • • Moreover..you bear sole responsibility for having the resufta of.the cation checked and cleared by an w4djartulariy w10 row to •••••• compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aldJ% &gpret nouns and permits without any guarantee as:to that absence of errors,the correctness and the relevance of the nmft orsultability for a sperm application. •You must take altnanessary and reasonable steps to prevent or limit damage caused by the Software, In particular,you rest arcange for the regutar backup of programa and data and,if applicable,carry out the updates of the 5oflwere offered by Hilt on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are u current and uP-to-date rs�n of the Software in sects caro by.cahft out manual updates via the HIM Website. Hilts will not be liable for consequences,such its the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. i i s i °&q�cmc sa,nn nes must ce d> real w�ttte.exg aaOna e+wror Cyt La. cc}zoa32�et>ala{r►aaalas > isarerraaemna:saWn 1_9 i BLISS & NYITRAY, INC. www.bntenginsers.com (P.► t .. _ A c SSS t t . p*4 ilnw.. 4 a • ♦• •e.• .000.0•• ,a .;Xa.� eat• • 000*0 • le.a�i.e • loo .. .,- •: • • S .. Vi .• • e •. tom: . .t I � 1 (; a ..,.,. ....... .............. ... ..... _,._....... .. :........;... _.......:_ .._..._.... .. ........... ...... ..... .,._.... IT .► PRoaEoT NAME " t r _ = cALcuLaTEa f t p 1 SHEET NO—]L..of OX JOB-No. , SCALE Dhte : 6 /1771 US 1 -10 ' BLISS&MYITRAY,INC. ke Barry University Chapel 10 Consulting Engineers. sHwrw or MBrw. 15M09 800 Douglas Road,Suite 300 cnL.ct IATMBY PAZ DRAWN AY Coral Gables,Florida 33134 nnre 6/1:712015 (305)"2-7086 i 8.00 In tad= 7.825 in w/ 9 leyyerofreiMprchW 2 Case 2 d= 3.813 to ROOF LOADS hip_X50 ft wp=w= 66.110 psf i LL O,aO pif t-y Mid DL= 0.00 plf ------ ------ 66$,26 ft4b =7100 In t� Pu Olb V •• • ••••t4}Mind •� f hwe=32.00 ft Www= 31.00 psf to.8111+1b••• FLOOR LOADS •' •� �•���� ••••• LL 0.00 DL 0.00,pif ---------------- - .. .• •_- . e= 2AQIn • • • • ••••i• Pu.= 0.00 p/f s • P„ 4 PDL= 0.00 Of MMwid hwd^ 7.50'f# ww u= 82..00 psf 435.94 ft4b aJ f INPUT:. LOAD COMBINATION: REINFORCEMENT: fm= 1,500 psi 12 DL+'1.67 W+1.0 LL 1 - #5 @ 48"O.C. Em=mmoo ksi bw=48.00 In bw=8:3126 in Fy= 60,000 psf S„= 8.7:10 in"/ft 1= 351,70 le7ft fr= 80.40 psi As;: 0.31 in z M= 583.56 ft-4b/ft Ag= 40.70 in2fit r= 2.94 in hfr= 30.62 SERVICE Load Check for. Case 2 &MAL fli i», 8ssxvrcE =0.01 in +}Mw d= 435.94 ft-lb/ft p,,-' ,r _ - 0.00 ft-lb/ft p45- 0.15 ft-lb/ft h=7.50 ft {-}M, 0.00 ft-lb/ft BLISS&NY1TRAY,INC. Barry Unlversity Chapel I' Engineers ��. � ro�xo 15M09 � Consulting g SW Douglas Road,Suite 300 ALCULATMAY PAZ °RAwNa" Coral C01es,Florida 3311A SCALE DATE 6/1712015 1305)442-7088 L Mm„-436.08 ft-lb/ft < M, Wall IS Uncracked icr_ 17.04 W/ft Check S 5 0.007h S = 0.63 in > Ssw*vrcv= 0.01 in ULTIMATE Load Check for. Case'2 ll 1.2 DL+1.67 W+1.0 LL 5.nU.4L= 0.02/it fluLr m 0.02'in (+)M728.02 ft4btft {�) P.A00n - Q 00 ft4bft P.8 = 0.35 ft-lb/ft h+=,7,60 ft MLs,w= 0.00 ft4btft f ••f ';. : •f• •f••f• •f••f• ` • E 728.37ft4btft h/t= 11.8 0:05fm= 16 •••�•• •• • •••••• At Max POSITIVE Moment: •••••• P,p 212 Ibift P" = 5.21 psi < Q-+2fm=300.0 psi•;••; : .". .f:.. •fff •• 0>..M„= 13133+01-W > (+)Mu= 729 ft4btft Di$j W OW f•f54.8% f f .•.... 741.1*'ax,NEQATVE Moment: f• f • .•f ;....: • • • P„ 0Ibtft P• 0,00°moi < 02f,= :0 psi •. • s omn 1271 ft-lb/ft y (+ Mu Oft lbht DESIGN OW 0.0% I _ I 1 -12