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CC-13-688Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194560 Permit Number: CC -4 -13 -688 Scheduled Inspection Date: July 09, 2013 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Dalton Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -17 Phone: (954)668 -9743 Building Department Comments ALTERATIONS OF STUDENT SUITE RESTROOMS IN DALTON & DUNSPAUGH HALLS Infractio Passed Comments INSPECTOR COMMENTS False 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 - 194468. Not ready July 08, 2013 For Inspections please call: (305)762 -4949 Page 19 of 31 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 13 -(0) Inspection Number: INSP- 191608 Permit Number: PLC -5 -13 -1077 Scheduled Inspection Date: June 27, 2013 Permit Type: Plumbing - Commercial Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Addition /Alteration Job Address: 11300 NE 2 Avenue Dalton Hall Miami Shores, FL 33138 -0000 Inspector: Hernandez, Rafael Project: BARRY UNIVERSITY Contractor: RIGHT WAY PLUMBING CO INC Phone Number Parcel Number 1121360010160 -17 Phone: (954)423 -0000 Building Department Comments REMODEL DORM BATHROOMS. NEW HW AND HW MAIN ONLY. Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 27, 2013 For Inspections please call: (305)762 -4949 Page 10 of 32 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 FBC 20 Permit No. .PLC 1 `3 - Master Permit No. CC — 680 Permit Type: PLUMBING JOB ADDRESS: //x) 1VE '&V2— ?) ! . I _ ') KO /74LL> City: Miami Shores Count : Miami Dade Zip:. Y Y Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /j oc Alfir 47411,1._ Address: City: -1"4")" X___141/o-zbAy State: fr- Phone#: Zip: 0/ CV Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: �� / �� i/A Phone#: � Address: gal t),4J City: �/ % / /State: /CC. Zipa!T26 Qualifier Name: i tar/e °- State Certification or Registration #: jc3 2 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Phone#: Value of Work for this Permit: $ /3E7 /39/ COO °'" Square/Linear Footage of Work: Type of Work: ❑Address UAlteration New j ORepair/Replace ODemolition Description of Work: ********* * * * * * * * * * * * * ** ********** ****** Fees************ * * * * * * * ** ** * ***** *** ** ** ******* Submittal Fee $ c—/ Permit Fee $ � gees 42.% CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Scanning Fee $ Radon Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 properly 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 Signat Owner or Agent The fore_oi g instrument was acknowledged before meethi 7 day of ` ? who is p Contractor The foregoing instrument was acknowledged before me this / 20 by �JJ�u'� ��C_. l 1 , day of , : Dk, r'+ I € a/ /Zot ke , as produced who i ersonally known to me or who ' as produced known to me or w As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: as identification and who did take an oath. NOTARY PUBLIC: V 44 a Notary Public State of Florida V McKinley At My Commission EE128227 ar t1,o Expires 09/07/2015 ********************** ****************** *** *** * ** * * ** * ************** **** ******** ** * **************** APPROVED BY S' 2" / Plans Examiner Zoning Structural Review Clerk (Revised3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I 1 •4o8'Y Inspection Number: INSP - 191184 Permit Number: MC -5 -13 -1017 Scheduled Inspection Date: June 24, 2013 Inspector: Perez, JanPierre Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Dalton Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: HILL YORK SERVICE CORP Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 112136001016047 Phone: (305)756 -6501 Building Department Comments 4 New exhaust fans. Infractio Passed Comments INSPECTOR COMMENTS oes False iZ Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 21, 2013 For Inspections please call: (305)762 -4949 Page 18 of 37 Miami Shores Village Building Department 40050 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 FBC 20 Permit No. -i13-/14 `13 —16( Master Permit No. CC _ N ' / 3 - 6E13 Permit Type: MECHANICAL j� JOB ADDRESS: 1130 0 t V L� C�� / ' ' City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes i NO Flood Zone: Address: O D N c le►& OWNER:Name (Fee Simple Tiitleholde rli Rivrst Phone #: City: I i l 1 \ s h or?S State:-- Zip: ,53 1101 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: _ Address: t9 1 S. r k).S City:' 1 brIC Phone #: L51,J5 (N ( I Qualifier Name: Mark tC ,p/'ige.i State: zip: 333)( Phone #: State Certification or Registration #: C.A( MZa 5t� 0 Certificate of Competency #: 1 $3 'O f1 Contact Phone #: Email Address: Y is 51 ,0 cp GI : // /Gt • e DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ci /100 . 00 Square/Linear Footage of Work: 0 New ORepair/Replace Or Demolition Description of Work: sv9w fiG'h0,✓®� O ,�1 / T G r v2- P ja 4.' 5 .{ p t -fly ti,,, if Type of Work: Address teration ********* ****** ***** ******* *** * *** *** **F *(* �********** *** * * * * ***** ** *** * **** ****m**** Submittal Fee $ Permit Fee $ \ l vv 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) 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 CONDmONERS, 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 subje t to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil not ' • # .. pr,, ed a a reinspection fe , ill be charged. Signature ./ Signature tV \\ i Owner or Agent WPF—Contractor 9y ,, The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ! " ' day of , 20 la, by M 'C t ia-t J ( f'0 , day of who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. , 20 tb, by ModrK, who is personally known to me or who has produced NOTARY PUBLIC: Sign: Yft.2,A Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 4:`t+ -P MICHELLE DANIELS "��,' = MY COMMISSION # EE072992 , „' EXPIRES June 11, 2015 (40T) 01%4153 FloridallotaryService.com NOTARY PUBLIC: Sign: Print: My Commission Exp' :a_ MY COMMISSION # EE109306 r .,> EXP - , , 15 es rA' Service.com (467) 398-0153 Fbridallolary * ** * * * * * * *` * * ** * * ** *************************** ************************* ****** 11'1 s Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 13 Vs' Inspection Number: INSP- 191599 Permit Number: ELC -5 -13 -1076 Scheduled Inspection Date: June 25, 2013 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Dalton Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: C DAVIS ELECTRIC COMPANY, INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -17 Phone: (954)432 -4334 Building Department Comments ELECTRICAL ISNTALLATION FOR DALTON & DUNSPHAUGH HALL BATHROOM RENOVATION Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 25, 2013 For Inspections please call: (305)762 -4949 Page 10 of 30 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 FBC 20 Permit No. i —i Master Permit No. CC13 -688 Permit Type: Electrical JOB ADDRESS: 11300 NE 2nd Avenue - Dalton & Dunspaugh Hall City: Miami Shores Folio/Parcel #: 1121360010160 -16/17 County: Miami Dade Zip: 33161 Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): Barry University Inc. Address: 11300 NE 2nd Avenue City: Miami Shores State: FL Tenant/Lessee Name: Barry University x Flood Zone: Phone #: 305 - 899 -3050 Zip: 33161 Phone #: 305- 899 -3050 Email: CONTRACTOR: Company Name: C. Davis Electric Co., Inc. Phone #: 954 - 432 -4334 Address: 1701 SW 100th Terrace City: Miramar State: FL zip: 33025 Qualifier Name: Charles E. Davis JR. Phone #: 954432 4334 State Certification or Registration #: EC0001038 Certificate of Competency #: Contact Phone #: (954) 275 -5987 Email Address: svoll @cdaviselectric.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 09 • o Square/Linear Footage of Work: t Type of Work: ❑Address CIAlteration DNew ❑Repair/Replace ODemolition Description of Work: Electrical installation for Dalton & Dunspaugh Hall bathroom renovations Submittal Fee $. ©' e Permit Fee $ " Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 5 .5Lo Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 ajproved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me day of k Q.JL' , 20 ..�, by ?' 640-0 (0,1- who is ersonally known to me or who has produced P P As identification and who did take an oath. NOTARY UBLIC: Signature Contractor The foregoing instrument was acknowledged before me this 24th , day of April , 2013, by Charles E. Davis JR. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Crf,11 fit' 91� Sign: L.- ell I ziaTibN I Susan J. B Notary Public State of Floriy V McKinley P.9 My Commission EE128227 Expires 09/07/2015 ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY t. mmission Expir dith SUSAN J. BENNETT 14 Commission # EE 217497 -1 Expires September 25, 2016 Sanded T m Tiny Fain treinne3800,1857619 * *._ *, *.,. * . -: ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 15, 2013 Permit No: CC13 -688 Plumbing Critique 1) PENDING DERM APPROVAL AND STAMP. Rafael Hernandez Chief Plumbing Inspector 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 Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 8, 2013 Permit No: CC13 -688 Electrical Critique — Michael Devaney 1. Need permit application. 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 April 9, 2013 Permit No: CC13 -688 Building Critique 7),Ptovide DERM /PERA approval. dicate the occupancy type for the building. Indicate the construction type for the building. Indicate the fire resistive hourly ratings for altered walls and ceilings. P vide the rated tested assembly for each. 8)/The ceiling plans do not indicate any soffit. 85/The mechanical plans refer to the architectural plans for penetrations. 7J Provide all permit applications prior to any future reviews. 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 Village Building Department 10050 N E 2nd Avenu Miami Shores. Honda 3313 Tel: (303) 793 220 Faa: (303) 756 897 Permit No. cCig "ac? Job Name PLUMBING CRITIQUE SHEET 11'6743 Glis-a-Sit. OceltPii . � f ur to 9' Renovations WEBER HALL DALTON AND DUNSPAUGH HALLS Architectural Specifications April 9, 2013 1ON[;E(Th 1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls SECTION 092216 - NON - STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 SUMMARY April 9, 2013 A. This Section includes non -load- bearing steel framing members for the following applications: 1. Interior framing systems (e.g., supports for partition walls, framed soffits, furring, etc.). 2. Interior suspension systems (e.g., supports for ceilings, suspended soffits, etc.). 1.2 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 DESCRIPTION A. Fire - Test - Response Characteristics: For fire- resistance -rated assemblies that incorporate non -load- bearing steel framing, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. B. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Design Values: Deflection Limit: 1) L/240 unless otherwise noted. 2) L/360 at tile backing panels, and elsewhere as indicated. b. Lateral Pressure: 1) 5.0 psf (240 Pa) unless otherwise noted. 2) 7.5 psf (360 Pa) at all shaft enclosures penetrating one or more floors, elevator enclosures, pressurized plenums, entrance lobbies and vestibules with automatic entrances, and elsewhere as noted. 3) 10 psf (480 Pa) at stair enclosures. 2. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless otherwise indicated. 3. Protective Coating: ASTM A 653/A 653M, G60, hot -dip galvanized, unless otherwise indicated. NON - STRUCTURAL METAL FRAMING 092216 -1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 2.2 SUSPENSION SYSTEM COMPONENTS April 9, 2013 A. Tie Wire: ASTM A 641/A 641 M, Class 1 zinc coating, soft temper, 0.0625 -inch- diameter wire, or double strand of 0.0475 -inch- diameter wire. B. Hanger Attachments to Concrete: 1. Anchors: Fabricated from corrosion- resistant materials with holes or loops for attaching wire hangers and capable of sustaining, without failure, a load equal to 5 times that imposed by construction as determined by testing according to ASTM E 488 by an independent testing agency. a. Type: Cast -in -place anchor, designed for attachment to concrete forms. 2. Powder - Actuated Fasteners: Suitable for application indicated, fabricated from corrosion - resistant materials with clips or other devices for attaching hangers of type indicated, and capable of sustaining, without failure, a load equal to 10 times that imposed by construction as determined by testing according to ASTM E 1190 by an independent testing agency. C. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.162 -inch diameter. D. Flat Hangers: Steel sheet, 1 by 3/16 inch by length indicated, unless otherwise indicated. E. Carrying Channels: Cold- rolled, commercial -steel sheet with a base -metal thickness of 0.0538 inch and minimum 1/2 -inch- wide flanges. F. Furring Channels (Furring Members): 1. Cold - Rolled Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2 -inch- wide flanges, 3/4 inch deep. 2. Steel Studs: ASTM C 645. 3. Hat - Shaped, Rigid Furring Channels: ASTM C 645, 7/8 inch deep. 4. Resilient Furring Channels: 1/2 -inch- deep members designed to reduce sound transmission. G. Grid Suspension System for Ceilings: ASTM C 645, direct -hung system composed of main beams and cross - furring members that interlock. 1. Products: Subject to compliance with requirements, provide the following: a. Armstrong World Industries, Inc.; Drywall Grid Systems. 2.3 STEEL FRAMING FOR FRAMED ASSEMBLIES A. Steel Studs and Runners: ASTM C 645. B. Firestop Tracks: Top runner manufactured to allow partition heads to expand and contract with movement of the structure while maintaining continuity of fire- resistance -rated assembly indicated; in thickness not less than indicated for studs and in width to accommodate depth of studs. NON - STRUCTURAL METAL FRAMING 092216 - 2 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 C. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated. D. Metal Back -up Plates: Minimum thickness of 0.0538 inch galvanized steel plates of sizes and configurations detailed, or if not detailed, as required to accommodate the wall hung casework, millwork, railings or other items mounted to metal stud and wallboard walls and partitions. 1. Provide plates designed, and certified, to support an imposed load of 250 lbs. per linear foot for handrails, grab bars and other ADA- compliant items. Provide plates designed, and certified, to support an imposed load of 144 lbs. per linear foot for all other items. All loads required above are in addition to the weight of the item supported by the back -up plate. 2. Provide plates designed for screw - attachment to steel studs with back -up plate faces flush with face of studs or overlapping face of studs with pre -cut notches matching stud spacing. 3. Products: Subject to compliance with requirements, provide the following product or an acceptable equivalent product: a. Metal -Lite. Inc.; Flush Mount or Notch -Tite. E. Cold - Rolled Channel Bridging: 0.0538 -inch bare -steel thickness, with minimum 1/2 -inch- wide flanges. F. Hat - Shaped, Rigid Furring Channels: ASTM C 645. G. Resilient Furring Channels: 1/2 -inch- deep, steel sheet members designed to reduce sound transmission. Provide in trash chute. H. Cold - Rolled Furring Channels: 0.0538 -inch bare -steel thickness, with minimum 1/2 -inch- wide flanges. I. Z- Shaped Furring: With slotted or non - slotted web, face flange of 1 -1/4 inches, wall attachment flange of 7/8 inch, minimum bare -metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated. 2.4 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. B. Isolation Strip at Exterior Walls: Provide one of the following: 1. Asphalt - Saturated Organic Felt: ASTM D 226; Type I (No. 15 asphalt felt), non - perforated. 2. Foam Gasket: Adhesive - backed, closed -cell vinyl foam strips that allow fastener penetration without foam displacement, 1/8 inch thick, in width to suit steel stud size. NON - STRUCTURAL METAL FRAMING 092216 - 3 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls PART 3 - EXECUTION 3.1 EXAMINATION April 9, 2013 A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames, cast -in anchors, and structural framing, for compliance with requirements and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Suspended Assemblies: Coordinate installation of suspension systems with installation of overhead structure to ensure that inserts and other provisions for anchorages to building structure have been installed to receive hangers at spacing required to support the Work and that hangers will develop their full strength. 1. Furnish concrete inserts and other devices indicated to other trades for installation in advance of time needed for coordination and construction. B. Coordination with Sprayed Fire - Resistive Materials: 1. Before sprayed fire- resistive materials are applied, attach offset anchor plates or ceiling runners (tracks) to surfaces indicated to receive sprayed fire- resistive materials. Where offset anchor plates are required, provide continuous plates fastened to building structure not more than 24 inches o.c. 2. After sprayed fire- resistive materials are applied, remove them only to extent necessary for installation of non -load- bearing steel framing. Do not reduce thickness of fire- resistive materials below that required for fire- resistance ratings indicated. Protect adjacent fire- resistive materials from damage. 3.3 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754. 1. Gypsum Board Assemblies: Also comply with requirements in ASTM C 840 that apply to framing installation. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. 1. Comply with details indicated. Install metal back -up plates in accordance with plate manufacturer's written instructions using self- tapping pan -head screws of type and in quantity required by manufacturer to achieve full load capacity. C. Install bracing at terminations in assemblies. D. Do not bridge building control and expansion joints with non -load- bearing steel framing members. Frame both sides of joints independently. NON - STRUCTURAL METAL FRAMING 092216 - 4 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 3.4 INSTALLING SUSPENSION SYSTEMS April 9, 2013 A. Install suspension system components in sizes and spacings indicated on Drawings, but not less than those required by referenced installation standards for assembly types and other assembly components indicated. B. Isolate suspension systems from building structure where they abut or are penetrated by building structure to prevent transfer of loading imposed by structural movement. C. Suspend hangers from building structure as follows: 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or suspension system. a. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, or other equally effective means. 2. Where width of ducts and other construction within ceiling plenum produces hanger spacings that interfere with locations of hangers required to support standard suspension system members, install supplemental suspension members and hangers in the form of trapezes or equivalent devices. a. Size supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced installation standards. 3. Wire Hangers: Secure by looping and wire tying, either directly to structures or to inserts, eye screws, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause hangers to deteriorate or otherwise fail. 4. Flat Hangers: Secure to structure, including intermediate framing members, by attaching to inserts, eye screws, or other devices and fasteners that are secure and appropriate for structure and hanger, and in a manner that will not cause hangers to deteriorate or otherwise fail. 5. Carrying Channels and Hangers: Space at 4 feet 6 inches o. c. 6. Do not attach hangers to steel roof deck. 7. Do not attach hangers to permanent metal forms. Furnish cast -in -place hanger inserts that extend through forms. 8. Do not attach hangers to rolled -in hanger tabs of composite steel floor deck. 9. Do not connect or suspend steel framing from ducts, pipes, or conduit. D. Fire - Resistance -Rated Assemblies: Wire tie furring channels to supports. E. Seismic Bracing: Sway -brace suspension systems with hangers used for support. F. Grid Suspension Systems: Attach perimeter wall track or angle where grid suspension systems meet vertical surfaces. Mechanically join main beam and cross - furring members to each other and butt-cut to fit into wall track. G. Installation Tolerances: Install suspension systems that are level to within 1/8 inch in 12 feet measured lengthwise on each member that will receive finishes and transversely between parallel members that will receive finishes. NON - STRUCTURAL METAL FRAMING 092216 - 5 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 3.5 INSTALLING FRAMED ASSEMBLIES April 9, 2013 A. Where studs are installed directly against exterior masonry walls or dissimilar metals at exterior walls, install isolation strip between studs and exterior wall. B. Install studs so flanges within framing system point in same direction. 1. Space studs as proscribed by ASTM C 754. C. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. 1. Slip -Type Head Joints: Where framing extends to overhead structural supports, install to produce joints at tops of framing systems that prevent axial loading of finished assemblies. 2. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. a. Install two studs at each jamb, unless otherwise indicated. b. Install cripple studs at head adjacent to each jamb stud, with a minimum 1/2 -inch clearance from jamb stud to allow for installation of control joint in finished assembly. c. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. 3. Other Framed Openings: Frame openings other than door openings the same as required for door openings, unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. 4. Fire - Resistance -Rated Partitions: Install framing to comply with fire- resistance -rated assembly indicated and support closures and to make partitions continuous from floor to underside of solid structure. a. Firestop Track: Where indicated, install to maintain continuity of fire- resistance -rated assembly indicated. D. Direct Furring: 1. Attach to concrete or masonry with stub nails, screws designed for masonry attachment, or powder- driven fasteners spaced 24 inches o.c. E. Z- Furring Members: 1. Erect insulation (specified in Division 07 Section "Thermal Insulation ") vertically and hold in place with Z- furring members spaced 24 inches o.c. 2. Except at exterior comers, securely attach narrow flanges of furring members to wall with concrete stub nails, screws designed for masonry attachment, or powder- driven fasteners spaced 24 inches o.c. 3. At exterior comers, attach wide flange of furring members to wall with short flange extending beyond comer; on adjacent wall surface, screw -attach short flange of furring channel to web of attached channel. At interior comers, space second member no more than 12 inches from comer and cut insulation to fit. NON - STRUCTURAL METAL FRAMING 092216 - 6 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. END OF SECTION 092216 NON - STRUCTURAL METAL FRAMING 092216 - 7 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls THIS PAGE INTENTIONALLY LEFT BLANK April 9, 2013 NON - STRUCTURAL METAL FRAMING 092216 - 8 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls SECTION 092900 - GYPSUM BOARD PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior gypsum board. 2. Tile backing panels. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. April 9, 2013 B. Certification Letter: Submit letter on Contractor's letter head stationary signed by Contractor indicating that all materials incorporated into this Project comply with requirements specified in this Specification or are accepted equivalent products. 1.3 QUALITY ASSURANCE A. Fire - Resistance -Rated Assemblies: For fire- resistance -rated assemblies, provide materials and construction identical to those tested in assembly indicated according to ASTM E 119 by an independent testing agency. 1.4 STORAGE AND HANDLING A. Store materials inside under cover and keep them dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. Stack panels flat to prevent sagging. 1.5 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more stringent. B. Do not install interior products until installation areas are enclosed and conditioned. C. Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. GYPSUM BOARD 092900 -1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls PART 2 - PRODUCTS 2.1 PANELS, GENERAL April 9, 2013 A. Size: Provide in maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. 2.2 INTERIOR GYPSUM BOARD A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. American Gypsum Co. b. G -P Gypsum. c. Lafarge North America Inc. d. National Gypsum Company. e. USG Corporation. B. Moisture- and Mold- Resistant Type: Provide for all wall installations not receiving tile backer panels; ASTM C 1396. 1. Core: 5/8 inch, Type X. 2. Long Edges: Tapered. 3. Resists the growth of mold when tested, as manufactured, according to ASTM D 3273. 4. Available Products: a. SHEETROCK® Brand Mold Tough® Gypsum Panels by USG. b. Gold Bond® BRAND XP® Wallboard by National Gypsum. c. Mold Defense Products by LaFarge. 2.3 TILE BACKING PANELS A. Glass -Mat, Water- Resistant Backing Board: 1. Complying with ASTM C 1178/C 1178M. a. Product: Subject to compliance with requirements, provide "DensShield Tile Guard" by G -P Gypsum. 2.. Core: 1/2 inch, regular type. 2.4 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Paper -faced galvanized steel sheet or paper -faced plastic. GYPSUM BOARD 092900 - 2 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 2. Available products include: April 9, 2013 a. Grabber Construction Products: No -Coat Prefinished Corners. b. US Gypsum Company; Beadex Paper -Faced Metal Drywall Bead and Trim. 2.5 JOINT TREATMENT AND FINISH MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting -type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting -type taping compound. a. Use setting -type compound for installing paper -faced metal trim accessories. 3. Fill Coat: For second coat, use setting -type, sandable topping compound. 4. Finish Coat: For third coat, use setting -type, sandable topping compound. 5. Skim Coat: For final coat of Level 5 finish, use setting -type, sandable topping compound. D. Joint Compound for Tile Backing Panels: 1. Glass -Mat, Water- Resistant Backing Panel: As recommended by backing panel manufacturer. 2.6 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. 1. Use adhesives that have a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch thick. GYPSUM BOARD 092900 - 3 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool. 1. Fire - Resistance -Rated Assemblies: Comply with mineral -fiber requirements of assembly. E. Acoustical Sealant: As specified in Division 7 Section "Joint Sealants." F. Thermal Insulation: As specified in Division 7 Section "Building Insulation." PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow -metal frames and framing, for compliance with requirements and other conditions affecting performance. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Install sound attenuation blankets before installing gypsum panels, unless blankets are readily installed after panels have been installed on one side. C. Install ceiling /soffit panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. D. Install panels with face side out. Butt panels together for a light contact at edges and ends with not.more than 1/16 inch of open space between panels. Do not force into place. E. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or gypsum board back - blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not make joints other than control joints at comers of framed openings. F. Form control and expansion joints with space between edges of adjoining gypsum panels. G. Cover both faces of support framing with gypsum panels in concealed spaces (above ceilings, etc.), except in chases braced intemally. 1. Unless concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not Tess than 8 sq. ft. in area. 2. Fit gypsum panels around ducts, pipes, and conduits. GYPSUM BOARD 092900 - 4 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 3. Where partitions intersect structural members projecting below underside of floor /roof slabs and decks, cut gypsum panels to fit profile formed by structural members; allow 1/4- to 3/8 -inch- wide joints to install sealant. H. Attach gypsum panels to framing provided at openings and cutouts. Isolate perimeter of gypsum board applied to non -load- bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2- inch - wide spaces at these locations, and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. J. Attachment to Steel Framing: Attach panels so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. K. Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written recommendations. 1. Space fasteners in panels that are tile substrates a maximum of 8 inches o.c., unless otherwise recommended by manufacturer or referenced standards. 3.3 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Type X: As indicated on Drawings. 2. Abuse - Resistant Type: As indicated on Drawings. 3. Moisture- and Mold- Resistant Type: As indicated on Drawings. B. Single -Layer Application: 1. On ceilings, apply gypsum panels before wall /partition board application to greatest extent possible and at right angles to framing, unless otherwise indicated. 2. On partitions /walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated or required by fire- resistance -rated assembly, and minimize end joints. a. Stagger abutting end joints not less than one framing member in alternate courses of panels. b. At stairwells and other high walls, install panels horizontally, unless otherwise indicated or required by fire- resistance -rated assembly. 3. On Z- furring members, apply gypsum panels vertically (parallel to framing) with no end joints. Locate edge joints over furring members. 4. Fastening Methods: Apply gypsum panels to supports with steel drill screws. C. Multilayer Application: 1. On ceilings, apply gypsum board indicated for base layers before applying base layers on walls /partitions; apply face layers in same sequence. Apply base layers at right angles to framing members and offset face -layer joints 1 framing member, 16 inches (400 mm) minimum, from parallel base -layer joints, unless otherwise indicated or required by fire- resistance -rated assembly. GYPSUM BOARD 092900 - 5 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 2. On partitions /walls, apply gypsum board indicated for base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face -layer joints offset at least one stud or furring member with base -layer joints, unless otherwise indicated or required by fire- resistance -rated assembly. Stagger joints on opposite sides of partitions. 3. On Z- furring members, apply base layer vertically (parallel to framing) and face layer either vertically (parallel to framing) or horizontally (perpendicular to framing) with vertical joints offset at least one furring member. Locate edge joints of base layer over furring members. 4. Fastening Methods: Fasten base layers and face layers separately to supports with screws. D. Laminating to Substrate: Where gypsum panels are indicated as directly adhered to a substrate (other than studs, joists, furring members, or base layer of gypsum board), comply with gypsum board manufacturer's written recommendations and temporarily brace or fasten gypsum panels until fastening adhesive has set. 3.4 APPLYING EXTERIOR GYPSUM PANELS FOR CEILINGS AND SOFFITS A. Apply panels perpendicular to supports, with end joints staggered and located over supports. 1. Install with 1/4 -inch open space where panels abut other construction or structural penetrations. 2. Fasten with corrosion - resistant screws. 3.5 APPLYING TILE BACKING PANELS A. Glass -Mat, Water- Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated][ locations indicated to receive tile]. Install with 1/4 -inch gap where panels abut other construction or penetrations. B. Areas Not Subject to Wetting: Install regular -type gypsum wallboard panels to produce a flat surface except at showers, tubs, and other locations indicated to receive water - resistant panels. C. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces. 3.6 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Control Joints: Install control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. C. Interior Trim: Install in the following locations: 1. Comerbead: Use at outside comers, unless otherwise indicated. 2. Bullnose Bead: Use at outside comers. 3. LC -Bead: Use at exposed panel edges. GYPSUM BOARD 092900 - 6 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 4. L -Bead: Use where indicated. 5. U -Bead: Use at exposed panel edges. 3.7 FINISHING GYPSUM BOARD April 9, 2013 A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. D. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 1: Ceiling plenum areas, concealed areas, and where indicated. 2. Level 2: Panels that are substrate for tile. 3. Level 3: Where indicated on Drawings. 4. Level 4: At panel surfaces that will be exposed to view, unless otherwise indicated. a. Primer and its application to surfaces are specified in other Division 9 Sections. 5. Level 5: Where indicated on Drawings. 3.8 FIELD QUALITY CONTROL A. Above - Ceiling Observation: Before Contractor installs gypsum board ceilings, Architect will conduct an above - ceiling observation and report deficiencies in the Work observed. Do not proceed with installation of gypsum board to ceiling support framing until deficiencies have been corrected. 1. Notify Architect seven days in advance of date and time when Project, or part of Project, will be ready for above - ceiling observation. 2. Before notifying Architect, complete the following in areas to receive gypsum board ceilings: a. Installation of 80 percent of lighting fixtures, powered for operation. b. Installation, insulation, and leak and pressure testing of water piping systems. c. Installation of air -duct systems. d. Installation of air devices. e. Installation of mechanical system control -air tubing. f. Installation of ceiling support framing. 3.9 PROTECTION A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. GYPSUM BOARD 092900 - 7 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls B. Remove and replace panels that are wet, moisture damaged, and mold damaged. April 9, 2013 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 092900 GYPSUM BOARD 092900 - 8 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls SECTION 093000 - TILING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Ceramic tile. 2. Waterproof membrane. 3. Crack isolation membrane. 1.2 DEFINITIONS April 9, 2013 A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1 apply to Work of this Section unless otherwise specified. B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B, ANSI A108.1 C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI A108.10, ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14, ANSI A108.15, ANSI A108.16, and ANSI A108.17, which are contained in "American National Standard Specifications for Installation of Ceramic Tile." C. Module Size: Actual tile size plus joint width indicated. D. Face Size: Actual tile size, excluding spacer lugs. 1.3 PERFORMANCE REQUIREMENTS A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028: 1. Level Surfaces: Minimum 0.60. 2. Step Treads: Minimum 0.80. 3. Ramp Surfaces: Minimum 0.80. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile surfaces. C. Samples for Verification: 1. Assembled samples mounted on a rigid panel, with grouted joints, for each type and composition of tile and for each color and finish required. Make samples at least 12 TILING 093000 -1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 inches square, but not fewer than 4 tiles. Use grout of type and in color or colors approved for completed Work. 2. Full -size units of each type of trim and accessory for each color and finish required. 1.5 MAINTENANCE MATERIAL SUBMITTALS A. Fumish extra materials that match and are from same production runs as products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full -size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. 2. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type, composition, and color indicated. 1.6 QUALITY ASSURANCE A. Source Limitations for Tile: Obtain tile of each type and color or finish from one source or producer. 1. Obtain tile of each type and color or finish from same production run and of consistent quality in appearance and physical properties for each contiguous area. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirements in ANSI A137.1 for labeling tile packages. B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location. C. Store aggregates where grading and other required characteristics can be maintained and contamination can be avoided. D. Store liquid materials in unopened containers and protected from freezing. E. Handle tile that has temporary protective coating on exposed surfaces to prevent coated surfaces from contacting backs or edges of other units. If coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile. 1.8 PROJECT CONDITIONS A. Environmental Limitations: Do not install tile until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions. TILING 093000 - 2 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls PART 2 - PRODUCTS 2.1 TILE PRODUCTS A. Tile Type CT -1 and CT -2: April 9, 2013 1. Basis -of- Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: a. Daltile; Division of Dal -Tile International Inc. 2. Thickness: 1/4 inch. 3. Face: Pattern of design indicated, with cushion edges. 4. Tile Color and Pattern: As indicated by manufacturer's designations. 5. Grout Color: As selected by Architect from manufacturer's full range. 2.2 WATERPROOF MEMBRANE A. General: Manufacturer's standard product that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. B. Chlorinated Polyethylene Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030 -inch nominal thickness. 1. Products: Subject to compliance with requirements, provide the following: a. Noble Company (The); Nobleseal TS. 2.3 CRACK ISOLATION MEMBRANE A. General: Manufacturer's standard product that complies with ANSI A118.12 for high performance and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. B. Chlorinated Polyethylene Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030 -inch nominal thickness. 1. Products: Subject to compliance with requirements, provide the following: a. Noble Company (The); Nobleseal CIS. 2.4 SETTING MATERIALS A. Latex - Portland Cement Mortar (Thin Set): ANSI A118.4. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: TILING 093000 - 3 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls a. Bonsai American; an Oldcastle company. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. April 9, 2013 2. Provide prepackaged, dry- mortar mix combined with liquid -latex additive at Project site. 3. For wall applications, provide mortar that complies with requirements for nonsagging mortar in addition to the other requirements in ANSI A118.4. B. Medium -Bed, Latex - Portland Cement Mortar: Comply with requirements in ANSI A118.4. Provide product that is approved by manufacturer for application thickness of 5/8 inch. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bostik, Inc. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2. Provide prepackaged, dry- mortar mix combined with liquid -latex additive at Project site. 2.5 GROUT MATERIALS A. Polymer- Modified Tile Grout: ANSI A118.7. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bonsai American; an Oldcastle company. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. 2. Polymer Type: in liquid -latex form for addition to prepackaged dry-grout mix. B. Water - Cleanable Epoxy Grout: ANSI A118.3, with a VOC content of 65 g/L or less when calculated according to 40 CFR 59, Subpart D. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Bonsai American; an Oldcastle company. b. Custom Building Products. c. Laticrete International, Inc. d. MAPEI Corporation. e. TEC; a subsidiary of H. B. Fuller Company. TILING 093000 - 4 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 2. Provide product capable of withstanding continuous and intermittent exposure to temperatures of up to 140 deg F and 212 deg F, respectively, and certified by manufacturer for intended use. 2.6 ELASTOMERIC SEALANTS A. General: Provide sealants, primers, backer rods, and other sealant accessories; mildew resistant ATM C 920. 1. Use primers, backer rods, and sealant accessories recommended by sealant manufacturer. B. Colors: Provide colors of exposed sealants to match colors of grout in tile adjoining sealed joints unless otherwise indicated. 2.7 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex - modified, portland cement -based formulation provided or approved by manufacturer of tile- setting materials for installations indicated. B. Metal Edge Strips: Angle or L- shape, height to match tile and setting -bed thickness, metallic or combination of metal and PVC or neoprene base, designed specifically for flooring applications; stainless- steel, ASTM A 666, 300 Series exposed -edge material. 1. Basis -of- Design: Schluter or equal; refer to Finish Schedule or Drawings. C. Temporary Protective Coating: Product indicated below that is formulated to protect exposed surfaces of tile against adherence of mortar and grout; compatible with tile, mortar, and grout products; and easily removable after grouting is completed without damaging grout or tile. 1. Grout release in form of manufacturer's standard proprietary liquid coating that is specially formulated and recommended for use as temporary protective coating for tile. D. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers. E. Grout Sealer: Manufacturer's standard silicone product for sealing grout joints and that does not change color or appearance of grout. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bonsai American; an Oldcastle company; Grout Sealer. b. Custom Building Products; Sealer. c. MAPEI Corporation; KER 004, Keraseal Penetrating Sealer for Unglazed Grout and Tile. d. TEC; a subsidiary of H. B. Fuller Company; TA -256 Penetrating Silicone Grout Sealer. TILING 093000 - 5 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 2.8 MIXING MORTARS AND GROUT A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions. B. Add materials, water, and additives in accurate proportions. April 9, 2013 C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are incompatible with tile- setting materials including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated. 2. Verify that concrete substrates for tile floors installed with thin -set mortar comply with surface finish requirements in ANSI A108.01 for installations indicated. a. Verify that surfaces that received a steel trowel finish have been mechanically scarified. b. Verify that protrusions, bumps, and ridges have been removed by sanding or grinding. 3. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed. 4. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thin -set mortar with trowelable leveling and patching compound specifically recommended by tile- setting material manufacturer. B. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains. C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing. TILING 093000 - 6 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 D. Field - Applied Temporary Protective Coating: If indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. 3.3 TILE INSTALLATION A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. B. Extend the work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and comers without disrupting pattern or joint alignments. C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built -in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. D. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges. E. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated. 1. For tile mounted in sheets, make joints between tile sheets same width as joints within tile sheets so joints between sheets are not apparent in finished work. 2. Where adjoining tiles on floor, base, walls, or trim are specified or indicated to be same size, align joints. 3. Where tiles are specified or indicated to be whole integer multiples of adjoining tiles on floor, base, walls, or trim, align joints unless otherwise indicated. F. Joint Widths: Unless otherwise indicated, install tile with the following joint widths: 1. Ceramic Mosaic Tile: 1/16 inch. G. Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated. H. Expansion Joints: Provide expansion joints and other sealant - filled joints, including control, contraction, and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. 1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them. I. Stone Thresholds: Install stone thresholds in same type of setting bed as adjacent floor unless otherwise indicated. 1. Do not extend waterproofing crack isolation membrane under thresholds set in dry-set portland cement mortar. Fill joints between such thresholds and adjoining tile set on waterproofing crack isolation membrane with elastomeric sealant. TILING 093000 - 7 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls J. Metal Edge Strips: Install at locations indicated. April 9, 2013 K. Grout Sealer: Apply grout sealer to grout joints according to grout - sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer from tile faces by wiping with soft cloth. 3.4 WATERPROOFING INSTALLATION A. Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to produce waterproof membrane of uniform thickness and bonded securely to substrate. B. Do not install tile or setting materials over waterproofing until waterproofing has cured and been tested to determine that it is watertight. C. Where Waterproofing or Crack Isolation can be combined, provide only one type. 3.5 CRACK ISOLATION MEMBRANE INSTALLATION A. Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written instructions to produce membrane of uniform thickness and bonded securely to substrate. B. Do not install tile or setting materials over crack isolation membrane until membrane has cured. 3.6 CLEANING AND PROTECTING A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. 1. Remove grout residue from tile as soon as possible. 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written instructions but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning. 3. Remove temporary protective coating by method recommended by coating manufacturer and that is acceptable to tile and grout manufacturer. Trap and remove coating to prevent drain clogging. B. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear. If recommended by tile manufacturer, apply coat of neutral protective cleaner to completed tile walls and floors. C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed. D. Before final inspection, remove protective coverings and rinse neutral protective cleaner from tile surfaces. TILING 093000 - 8 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 3.7 INTERIOR TILE INSTALLATION SCHEDULE A. Interior Floor Installations, Concrete Subfloor: April 9, 2013 1. Tile Installation F125A: Thin -set mortar on crack isolation membrane; TCA F125A. 2. Shower Floors and Designated 'Wet" Areas: Install by conventional bed TCA Handbook Method B421 or B422 as applicable; latex- Portland cement mortar bond coat with water - cleanable epoxy grout; in conjunction with W211 wall installation method. B. Interior Wall Installations, Masonry or Concrete: 1. Tile Installation W202: Thin -set mortar; TCA W202. 2. Shower Walls and Designated "Wet" Areas: a. Over interior concrete and masonry install in accordance with TCA Handbook Method W211, bonded mortar bed with latex - Portland cement bond coat; with water - cleanable epoxy grout. b. Include waterproofing membrane over mortar bed of W211. C. Interior Wall Installations, Metal Studs or Furring: 1. Tile Installation W244: Thin -set mortar on tile backer units; TCA W244. 2. Shower Walls and Designated "Wet" Areas: a. Over coated glass mat water- resistant gypsum backer board install in accordance with TCA Handbook Method W245 with bonded waterproofing membrane, bonded mortar bed with latex - Portland cement bond coat; with water - cleanable epoxy grout. END OF SECTION 093000 TILING 093000 - 9 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls SECTION 099123 - INTERIOR PAINTING PART 1 - GENERAL 1.1 SUMMARY April 9, 2013 A. Section includes surface preparation and the application of paint systems on interior substrates. 1.2 DEFINITIONS A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523. B. Gloss Level 2: Not more than 10 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. C. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523. D. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523. E. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523. F. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523. G. Gloss Level 7:. More than 85 units at 60 degrees, according to ASTM D 523. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. B. Samples for Verification: For each type of paint system and in each color and gloss of topcoat. 1. Submit Samples on rigid backing, 8 inches square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 5 percent, but not less than 1 gal. of each material and color applied. INTERIOR PAINTING 099123 - 1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 1.5 QUALITY ASSURANCE April 9, 2013 A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. b. Other Items: Architect will designate items or areas required. 2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner. 3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. 4. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well - ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.7 FIELD CONDITIONS A. Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. B. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by the following: 1. Sherwin- Williams Company (The). INTERIOR PAINTING 099123 - 2 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 2.2 PAINT, GENERAL A. Material Compatibility: April 9, 2013 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. VOC Content: Products shall comply with VOC limits of authorities having jurisdiction. 1. Flat Paints and Coatings: 50 g /L. 2. Nonflat Paints and Coatings: 150 g/L. 3. Dry-Fog Coatings: 400 g/L. 4. Primers, Sealers, and Undercoaters: 200 g /L. 5. Anticorrosive and Antirust Paints Applied to Ferrous Metals: 250 g /L. 6. Zinc -Rich Industrial Maintenance Primers: 340 g /L. 7. Pretreatment Wash Primers: 420 g /L. 8. Floor Coatings: 100 g/L. 9. Shellacs, Clear: 730 g /L. 10. Shellacs, Pigmented: 550 g /L. C. Colors: As indicated in a color schedule, refer to the Finish Schedule in the Drawings. 2.3 BLOCK FILLERS A. Block Filler, Latex, Interior /Exterior: MPI #4. 2.4 PRIMERS /SEALERS A. Primer Sealer, Latex, Interior: MPI #50. B. Primer, Alkali Resistant, Water Based: MPI #3. C. Primer Sealer, Interior, Institutional Low OdorNOC: MPI #149. D. Primer, Latex, for Interior Wood: MPI #39. E. Primer, Bonding, Water Based: MPI #17. F. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated. 2.5 METAL PRIMERS A. Primer, Rust - Inhibitive, Water Based: MPI #107. B. Primer, Alkyd, Anti - Corrosive, for Metal: MPI #79. INTERIOR PAINTING 099123 - 3 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 2.6 WATER -BASED PAINTS A. Latex, Interior, Flat, (Gloss Level 1): MPI #53. B. Latex, Interior, (Gloss Level 2): MPI #44. C. Latex, Interior, (Gloss Level 3): MPI #52. D. Latex, Interior, (Gloss Level 4): MPI #43. E. Latex, Interior, Semi - Gloss, (Gloss Level 5): MPI #54. April 9, 2013 F. Latex, Interior, Gloss, (Gloss Level 6, except minimum gloss of 65 units at 60 degrees): MPI #114. G. Latex, Interior, Institutional Low OdorNOC, Flat (Gloss Level 1): MPI #143. H. Latex, Interior, Institutional Low OdorNOC, (Gloss Level 2): MPI #144. I. Latex, Interior, Institutional Low OdorNOC, (Gloss Level 3): MPI #145. J. Latex, Interior, Institutional Low OdorNOC, Semi -Gloss (Gloss Level 5): MPI #147. K. Latex, Interior, High Performance Architectural, (Gloss Level 2): MPI #138. L. Latex, Interior, High Performance Architectural, (Gloss Level 3): MPI #139. M. Latex, Interior, High Performance Architectural, (Gloss Level 4): MPI #140. N. Latex, Interior, High Performance Architectural, Semi -Gloss (Gloss Level 5): MPI #141. 2.7 SOURCE QUALITY CONTROL A. Testing of Paint Materials: Owner reserves the right to invoke the following procedure: 1. Owner will engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency. 2. Testing agency will perform tests for compliance with product requirements. 3. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with product requirements. Contractor shall remove noncomplying paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible. INTERIOR PAINTING 099123 - 4 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls PART 3 - EXECUTION 3.1 EXAMINATION April 9, 2013 A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Concrete: 12 percent. 2. Masonry (Clay and CMU): 12 percent. 3. Wood: 15 percent. 4. Gypsum Board: 12 percent. 5. Plaster: 12 percent. C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. E. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface - applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface - applied protection if any. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. D. Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. E. Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces or mortar joints exceed that permitted in manufacturer's written instructions. INTERIOR PAINTING 099123- 5 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 F. Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using methods recommended in writing by paint manufacturer. G. Shop -Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop priming to comply with SSPC -PA 1 for touching up shop -primed surfaces. H. Galvanized -Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. I. Aluminum Substrates: Remove loose surface oxidation. J. Wood Substrates: 1. Scrape and clean knots, and apply coat of knot sealer before applying primer. 2. Sand surfaces that will be exposed to view, and dust off. 3. Prime edges, ends, faces, undersides, and backsides of wood. 4. After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." 1. Use applicators and techniques suited for paint and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 5. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. INTERIOR PAINTING 099123 - 6 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 E. Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: 1. Paint the following work where exposed in equipment rooms: a. Equipment, including panelboards and switch gear. b. Uninsulated metal piping. c. Uninsulated plastic piping. d. Pipe hangers and supports. e. Metal conduit. f. Plastic conduit. g. Tanks that do not have factory- applied final finishes. h. Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. 2. Paint the following work where exposed in occupied spaces: a. Equipment, including panelboards. b. Uninsulated metal piping. c. Uninsulated plastic piping. d. Pipe hangers and supports. e. Metal conduit. f. Plastic conduit. g. Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. h. Other items as directed by Architect. 3. Paint portions of internal surfaces of metal ducts, without liner, behind air inlets and outlets that are visible from occupied spaces. 3.4 FIELD QUALITY CONTROL A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. 1. Contractor shall touch up and restore painted surfaces damaged by testing. 2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. 3.5 INTERIOR PAINTING SCHEDULE - EXISTING AREAS A. Paint all existing ceiling and wall areas indicated on Drawings and specified under the Standard Painting Applications listed in this Section. B. Paint existing surfaces with system specified for new surfaces of same type construction, except Prime Coat to be eliminated; prepare existing surface as directed by paint manufacturer. C. Existing doors and frames will be painted as required by the applicable Master Specifications. INTERIOR PAINTING 099123 - 7 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls April 9, 2013 D. When painting existing surfaces, Contractor bears the responsibility of assuring compatibility of new paint materials with existing. 3.6 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. END OF SECTION 099123 INTERIOR PAINTING 099123 - 8 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls SECTION 102800 - TOILET, BATH, AND LAUNDRY ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY . Section Includes: 1. Public -use washroom accessories. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include the following: April 9, 2013 1. 'Construction details and dimensions. 2. Anchoring and mounting requirements, including requirements for cutouts in other work and substrate preparation. 3. Material and finish descriptions. 4. Features that will be included for Project. 5. Manufacturer's warranty. 1.3 CLOSEOUT SUBMITTALS A. Maintenance Data: For toilet and bath accessories to include in maintenance manuals. 1.4 QUALITY ASSURANCE A. Source Limitations: For products listed together in the same Part 2 articles, obtain products from single source from single manufacturer. B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.5 COORDINATION A. Coordinate accessory locations with other work to prevent interference with clearances required for access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and servicing of accessories. B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent delaying the Work. TOILET, BATH, AND LAUNDRY ACCESSORIES 102800 - 1 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls 1.6 WARRANTY April 9, 2013 A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace mirrors that develop visible silver spoilage defects and that fail in materials or workmanship within specified warranty period. 1. Warranty Period: 15 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MATERIALS A. Stainless Steel: ASTM A 666, Type 304, 0.031 -inch minimum nominal thickness unless otherwise indicated. B. Brass: ASTM B 19, flat products; ASTM B 16/B 16M, rods, shapes, forgings, and flat products with finished edges; or ASTM B 30, castings. C. Steel Sheet: ASTM A 1008/A 1008M, Designation CS (cold rolled, commercial steel), 0.036 - inch minimum nominal thickness. D. Galvanized -Steel Sheet: ASTM A 653/A 653M, with G60 hot -dip zinc coating. E. Galvanized -Steel Mounting Devices: ASTM A 153/A 153M, hot -dip galvanized after fabrication. F. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper - and -theft resistant where exposed, and of galvanized steel where concealed. G. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service). H. ABS Plastic: Acrylonitrile- butadiene - styrene resin formulation. 2.2 PUBLIC -USE WASHROOM ACCESSORIES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include: 1. Bradley Corporation. B. Schedule: Refer to Drawings. 2.3 FABRICATION A. General: Fabricate units with tight seams and joints, and exposed edges rolled. Hang doors and access panels with full - length, continuous hinges. Equip units for concealed anchorage and with corrosion- resistant backing plates. B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative. TOILET, BATH, AND LAUNDRY ACCESSORIES 102800 - 2 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls PART 3 - EXECUTION 3.1 INSTALLATION April 9, 2013 A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. B. Grab Bars: Install to withstand a downward load of at least 250 lbf (1112 N), when tested according to ASTM F 446. 3.2 ADJUSTING AND CLEANING A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items. B. Remove temporary labels and protective coatings. C. Clean and polish exposed surfaces according to manufacturer's written recommendations. END OF SECTION 102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 102800 - 3 BARRY UNIVERSITY Renovations Weber Hall Dalton and Dunspaugh Halls THIS PAGE INTENTIONALLY LEFT BLANK April 9, 2013 TOILET, BATH, AND LAUNDRY ACCESSORIES 102800 - 4 t 4 Miami Shores Village BUILDING 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 FBC 20 I et Permit No. PERMIT APPLICATION Master Permit No. C--C1 3 Permit Type: BUILDING JOB ADDRESS: 11300 NE 2nd Ave ROOFING City: Miami Shores Folio/Parcel #: 11- 2136- 000 -0050 Is the Building Historically Designated: Yes County: Miami Dade zip: 33161 NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Barry University Phone #: 305 -899 -3050 Address: 11300 NE 2nd Ave City: Miami Shores State: Florida zip: 33161 Tenant/Lessee Name: Same Phone #: Same Email: bedwards @mail.barry.edu CONTRACTOR: Company Name: Moss & Associates, LLC Phone #: 954-769 -8107 Address: 2101 N. Andrews Avenue, Suite 300 City: Fort Lauderdale State: Florida zip: 33311 Qualifier Name: Cheryl Lynn Werner Phone #: 954 -410 -5099 cell State Certification or Registration #: CGC 1506887 Certificate of Competency #: Contact Phone#: 954-769 -8107 or 954 -410 -5099 Email Address: swerner @mossemail.com DESIGNER: Architect/Engineer: Cannon Design - Peter Mendola Phone #: 703- 907 -2364 Value of Work for this Permit: $ 194,792.00 Square/Linear Footage of Work: 1010 Type of Work: GAddition Erkteration New ORepair/Replace Description of Work: Alternations of student suite restrooms in Dalton & Dunspaugh Halls. ❑Demolition Color thru tile: * * * ***** ** * ******* ***** * * *** * * * ******* Fees** *4 y ****** * * * ** **** ** * ***** *****+x*+x**:aa:*** % ��7 Submittal Fee $ Permit Fee $7J CCF $ CO /CC $ Scanning Fee $ 2NS p, Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (o L1S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTE.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foree .oing instrument was acknowledged before me this OI day of G C '� , 2013 ,, by /49 CHatL 6,le► FFe/J , day of who is /rsonally known to me or who has produced The foregoin instrument was acknowledged before me this re4 , 20 ®3, by °"'� Mat'/ , who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: rk**rk+R$a*** ask** *******HrNp******rk**** Nrrkslsgisq=**** sIssk**** APPROVED BY . % Plans Examiner NOTARY • : LIC: Sign: lir Nur Print: ?i %e My Commission Expires: **** B +rNrh******sPN%Nr+KNrN:N+** Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) lit, SUZANNE CARDONNE MY COMMISSION # EE057429 {�xtpe EXPIRES Fabruary24, 2015 � tit, 9 153 *' 1loridallot rySer jca.com Zoning Clerk "`.--.5 .` CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 12/28/2012 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Northeast, Inc. Boston MA Office One Federal Street Boston MA 02110 USA CONTACT NAME: (AIC. No. Ext): (866) 283 -7122 I FAX No.): (847) 953 -5390 E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Moss & Associates, LLC 2101 N. Andrews Avenue Suite 300 Wilton Manors FL 33311 USA INSURER A: zurich American Ins Co 16535 INSURERS: American Guarantee & Liability Ins Co 26247 INSURER C: Commerce & Industry Ins Co 19410 INSURER D: X _ INSURER E: DAMAGE TO RENTED PREMISES (Ea occurrence) INSURER F: MED EXP (Any one person) COVERAGES CERTIFICATE NUMBER: 570048619756 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. Limits shown are as requested INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WWI POLICY NUMBER POLICY EFF (1)1M/Domvr1 POUCY EXP (MMIDD LIMITS A GENERAL LIABILITY - GL0914084706 01/01 /2013 01/01/2014 EACH OCCURRENCE $1,000,000 X _ COMMERCIAL GENERAL LIABILITY CLAIMS -MADE I X I OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $300,000 MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES 7 POUCY n PECT I PER: ILOC PRODUCTS - COMP /OP AGG $2,000,000 B AUTOMOBILE LIABILITY BAP 5918170 -07 01/01/2013 01/01/2014 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X X ANY AUTO BODILY INJURY ( Per person) ALL OWNED AUTOS HIRED AUTOS Comp Ded $1,000 — — _ X SCHEDULED AUTOS NON -OWNED AUTOS Coll Ded $1,000 BODILY INJURY (Per accident) PROPERTY (Peracddent) AMAGE 0 X UMBRELLA UAB EXCESS LIAB X — OCCUR CLAIMS -MADE 8E15808904 SIR applies per policy terns 01/01/2013 & conditions 01/01/2014 EACH OCCURRENCE $1,000,000 AGGREGATE $1,000,000 DED I X'RETENTION A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER 1 EXECUTIVE Y ! N OFFICER/MEMBER EXCLUDED? u (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N1A wc591944007 01/01/2013 01/01/2014 x I TORY STAT ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE -EA EMPLOYEE $1,000,000 E.L. DISEASE- POLICY UMIT $1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) Project: Barry University Residence Hall. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 USA SHOULD ANY OF THE ABOVE DESCRIBED POUCIES -BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Holder Identifier : Certificate No : 570048619756 01988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010 /05) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 WERNER, CHERYL LYNN MOSS & ASSOCIATES LLC 2101 NORTH ANDREWS AVENUE 300 WILTON MANORS FL 33311 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 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 ERTIFii�D under tire' provisio:e�ns a1E; ctl-F489 Fs ; cati 1 on dates 'A � 1, 2314 '.1 0$08Ot199 THIS .DOCUrv1ENT HAS'A COLORED BACKGROUND • PAICROPRINTING • LINErv1ARK' ^' PATENTED PAPER APARTMENT ° I CONS' STATE OF FLORIDA.., BUSINESS PROFESSIONAL REGULATION ON UCTI IND STRY LICENSING BOARD DEckittalosoioi799 DATE BATCH NUMBER 08 0 / 012:127006805 GENERAL NTRACTO Matted: to a r : 5 CERTIFIED Under the provisions Expiration date: 31, 2014 LICENSE �"GC150v68 WERNER, > CHERYL LYNN MOSS & ASSOCIATES LLG' 2101 NORTH ANDREWS AVENUE 300 WILTON :; MANORS FL .33311 -_ VERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. let FLOOR MIAMI, FL 33130 2012 LOCAL BUSINESS TAX RECEIPT 2013 MIAMI -DADE COUN`T'Y - STATE OF FLORIDA EXPIRES SEPT. 30, 2013 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY 595524 -1 RENEWAL BUSINESS NAME 1 LOCATION RECEIPT NO. 621251-8 MOSS & ASSOCIATES LLC 2937. SW 27 AVE 33133 MIAMI OWNER • MOSS & ASSOCIATES LLC Sec. Type of Business THIS IS 213AS�ERVICE BUSINESS 2 BUSINESS TAX HHECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES, NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS, EMPLOYEE /S PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/20/2012 09010169001 000045.00 SEE OTHER SIDE DO NOT FORWARD MOSS & ASSOCIATES LLC BOB L MOSS 2937 SW 27 AVE MIAMI FL 33133 WI 11 It III I NOTICE OF COMMENCEMENT RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTIOle PERMIT NO(L- .S • ti..X FOLIO NO. 1 °2 06 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be property, and in accordance with Chapter 713, Florida Statutes, the fo is provided in this Notice of Commencement. 1111111II111IIII1 I11lhIl1I1111111IIIIIIII -N 2013R0391917 Bi 28635 P9 1246; (1PS) :El ORC+ED 075/17/2013 12050023 ARVEY RUVINF CLERK. OF COURT (MI-C'ADE COMM FLORIDA AST PAGE J7 -1k7E \.lr' Fl_e.-i:_.:.6:J'�. c . • - • '4.1•�fii1. fro:0- ∎L' 1. Legal description of property and street / address: 11300 NE 2nd Ave Miami Shores, Florida 33161 -8628. the SE 1/4 of NE 114 less E 35 ft and less W 40 ft. 2. Description of improvement: Bathroom Renovations at Dalton & Dunspaugh Halls. 3. Owner(s) name and address: Barry University 11300 NE 2nd Ave Miami Shores, Florida 33161 -6628 Interest in property: Name and address of fee simple titleholder: Barry College nka Barry University 11300 NE 2nd Ave Miami Shores, Florida 33161.6628 4. Contractor's name and address: Moss & Associates 2101 N. Andrews Ave, Suite 300 Fort Lauderdale, Florida 33311 5. Surety: (Payment bond required by o: er from contractor, if any) Name and Address: Amount of bond $ Cu. t2 6. Lender's name and address: IV 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 and Address: Sherry Werner, Sr. Project Manager Moss & Associates 2101 N. Andrews Ave Suite 300 Ft. Lauderdale, Florida 33311 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 and Address: Moss & Associates 2101 N. Andrews Ave Suite 300 Ft. Lauderdale, Florida 33311 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signatur. ,c5121 83 Print Owner's Name M liC/ L 6801- -`AD) Prepared by Sworn to and subscribed before me this { AY day of 9 7 , 20 D p Notary Public: Print Notary's Name: My commission expires: GINETTE MELC6ilONNE Public - ,&Pins3a;, 19 6 3B 'on # El: 630744 ant Assn. Address: Miami Shores Vaiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #11 I J ` DATE: `"t 1 1 ES 13 I, A/l IC/-l)eL O7%7 L— ' Contractor o Owner o Architect Picked up 2 sets of plans and (other) C-' Address: ' \ 3 0 L_ Z A.)11_ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department ; continue permitti Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: , 3 PERMIT CLERK INITIAL: e0- l Miami Shores Village Building Department RE: Responses to Building Permit Comments Permit No: CC13 -688 Job Name: Barry University- Dalton + Dunspaugh April 26, 2013 Building Critique 1) Provide DERM /PERA approval 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • Drawings have been submitted to MDC. Asbestos affidavit signed by Barry and copy provided to DERM while asbestos report is being completed by Barry University. 2) Indicate the occupancy type for the building. • Occupancy Type R -2 (Added to sheet G0100) 3) Indicate the construction type for the building. • Construction Type II -B (Added to sheet G0100) 4) Indicate the fire resistive hourly ratings for the altered walls and ceilings. Provide the rated tested assembly for each. • Existing wall and ceiling structure to remain. Only finishes on the bathroom side of the walls /ceilings are to be removed and replaced new on both walls and ceilings. Please see Demolition Notes 3 and 4. Altered walls and ceilings finish (gypsum/tile) to be applied as to not reduce current wall rating. Please see General Note 6. 5) The ceiling plans do not indicate any soffit • Please see Detail 2 and 4 on A0701. Soffit detail in reference to ducts indicated on M0101. 6) The mechanical plans refer to the architectural plans for penetrations. • Penetrations to be coordinated between Contractor and Mechanical Engineer. Please see RCP General Note 3 on all 7 series drawings. 1 7) Provide all permit applications prior to any future reviews. • Subcontractors have submitted permit applications (Drawing Revision Descriptions are listed below.) Drawing Revision Descriptions 60100 — Drawing Index was revised. Revised General Note 4.Occupancy and Construction Types added. A0100 — Revised General Note 3. A0101.A— Revised finishes documented on interior elevations. Revised General Note 3. A0101.B — Revised finishes documented on interior elevations. Revised General Note 3. A0102.A — Revised finishes documented on interior elevations. Revised General Note 3. A0102.B — Revised finishes documented on interior elevations. Revised General Note 3. A0701.A— Revised General Note 3. Revised Ceiling Detail 4 A0701.B - Revised General Note 3. A0702.A — Revised General Note 3. A0702.B — Revised RCP General Note 3. Updated Finish and Room Schedule. Added soap dish manufacturer information to Bathroom Accessories Keynote Legend. Revised Detail 2 to include marble threshold transition. 2 PERMR /3T 6 i CONTRACTOR: SUBMITTAL DATE: z/ `s , 0 NCO ADDRESS: //,_3( /Ur J°41(6°, - NAME: L. aiN Ian) / Vef f /C7 y'. RESUBMITAL DATES: °5: / PROJECT TYPE: ZONING FIRE STRUCTURAL IMPACT FEES N /��P"- if ELECTRICAL,,, HRSIDERM PLUMBING J� E(A5(04/Miami Shores Village ! l` Dtb \n V s vk i BUILDING Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: 11300 NE 2nd Ave City: Miami Shores yu TV ED JUN 062013 1,: FBC 20 Permit No. CC -4 -13 -688 Master Permit No. Folio/Parcel #: 11- 2136- 000 -0050 ROOFING County: Miami Dade zip: 33161 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): Barry University phone#: 305 -899 -3050 Address: 11300 NE 2nd Ave City: Miami Shores State: Florida Zip: 33161 Phone #: Same Tenant/Lessee Name: Same Email: bedwards @mail.barry.edu CONTRACTOR: Company Name: Moss & Associates, LLC Phone#: 954- 769 -8107 Address: 2101 N. Andrews Avenue, Suite 300 City: Fort Lauderdale State: Florida zip: 33311 Qualifier Name: Cheryl Lynn Werner q iL119 N Phone #: 954 -410 -5099 cell State Certification or Registration #: CGC 1506887 Certificate of Competency #: Contact Phone #: 954-769 -8107 or 954 -410 -5099 Email Address: swerner @mossemail.com DESIGNER: Architect/Engineer: Cannon Design - Peter Mendola Phone#: 703- 907 -2364 Value of Work for this Permit: $ 259,033.00 Square/Linear Footage of Work: 1408 Type of Work: ❑Addition ❑Alteration New ORepair/Replace ❑Demolition Description of Work: Revision of additional framing inside bathrooms from original permit drawings. Color thru tile: Submittal Fee $ Permit Fee $ 7'' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ n TOTAL FEE NOW DUE $ =4 [( Bonding Company's Name (if applicable) Bwding 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 MR 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 appro'R nd a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 /,,by /3 17-U -`-€. Oki v, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: � Print: ea My Commission Ex * * * * * * * * * * * * * ** APPROVED BY -660 Contractor The foregoing instrument was acknowledged before me this day of 4 20/ 5 , by ,r41 'a/7 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commissio * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Notary Public State of Florida Cheryl Buda Gerber My Commies on 0098812e Expires 05/08/2014 +N* ** ***** Zoning Clerk CITY C PY Miami Shores Villa a MEM, 1■•■■■1.■ .1■••■• 1 DALTON 1 10B/10 2B ■mn- :mom. 7-1 DALTON 101B/103B .0■1* .11=1=1, •••■•■ ■111 "MEM SNIMII. I ir ■••■•■ ■••■ SIM. JUN 0 5 2013 (D SIM. 11 0101. DALTON I 10413/10 13 TIT 3 I c2 DALTON 105B/10 B El* L1 WALL TYPE (REF. SHEET SD-016) A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. 0101. 1 • I DALTON --1-108B/11 B SIM. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0101.A AE Project No. 004232.00 0 Cannon Design 2013 CANSIONDESIGN SD-A011 3 1 DALTON 13B/11 5B oII 1DALTON 112B/114B 1 •■■■ ■ ■Ir maw.. mi.■ ,■■• T 01601) _L DALTON 1 gra 116B/118B in IU SIM. DALTON 117B DALTON PUBLIC WOMENS 119B Li WALL TYPE A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0101.A AE Project No. 004232.00 @ Cannon Design 2013 CANSIONDESIGN SD-A012 DALTON 201B/203B ■■•• •••■• ImIMM ■•■ •■•., DALTON 202B DALTON DOUBLE 206A DALTON 24B/20 6B (p.m. 11 33 1 DALTON 205B/207B 1 ■, •■•■■ - - - L1 WALL TYPE (REF. SHEET SD-016) A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. 1 DALTON 2088/210B SIM. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0102.A AE Project No. 004232.00 @ Cannon Design 2013 CANNONDESIGN SD-A01 3 1 DALTON 1 1 1 190B/102B 1 1 DALTON «1B/10 3B 1 DALTON I 14B/10 6B 1 DALTON 1 105B/10 B (7. 1 TUP Elk L1 WALL TYPE (REF. SHEET SD-016) A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. 11 0101. SIM. 1 DALTON 109B/11' B ,■• ,■■••• AS-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0101.A AE Project No. 004232.00 Cannon Design 2013 CAINNONDESIGN SD-A011 0101. IDALTON 112B/114B DALTON 113B/11 B DALTON 117B DALTON -1 PUBLIC WOMENS • 119B I r-1 • 1 DALTON 1 1. -1-116B/11 B - 1 SIM. UP ir Li WALL TYPE A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0101.A AE Project No. 004232.00 (0 Cannon Design 2013 CANS1ONDESIGN SD-A012 DALTON 202B SIM. 11) lO •■■•■,,, 1_, —.., DALTON I I I DALTON 201B/203B 1 205B/207B 1 1 DALTON 24B/20 6B DALTON DOUBLE 206A L1 WALL TYPE (REF. SHEET SD-016) A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. (7,i SIM. 0101. 17> a1 DALTON 289B/21' B 1 DALTON 28B/2l OB SIM. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0102.A AE Project No. 004232.00 0 Cannon Design 2013 CANSIONDESIGN SD-A013 (11—N 01o9 SIM. 1 DALTON 1 212B/214B DALTON 213B/21 B ..•■■ .■■■■ .■■■ ■•■••.. DALTON DOUBLE 218A DALTON 216B/21 8B 0101. SIM. DALTON 217B/21 B L1 WALL TYPE (REF. SHEET SD-016) A MINIMUM OF R-5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. ASI-0003 BARRY UNIVERSITY DALTON HALL- ALTERATION Issue Date: 6-04-2013 Sheet Ref No: A0102.A AE Project No. 004232.00 @ Cannon Design 2013 CANsIONDESIGN SD-A014 1 DUNSPAUGH PUBLIC MENS f 100B 6 0101. 1_ UP DUNSPAUGH 101B DN DUNSPAUGH 201 B L1 WALL TYPE (REF. SHEET SD -016) A MINIMUM OF R -5 INSULATION TO BE PROVIDED IN ALL MODIFIED EXTERIOR FACING FRAMING. GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING MASONRY AND STUCCO WALLS AS REQUIRED PRIOR TO APPLICATION OF FINISHES. ASI -0003 BARRY UNIVERSITY DUNSPAUGH HALL- ALTERATION Issue Date: 6- 04-2013 Sheet Ref No: A0101.B, A0102.B AE Project No. 00423. 2.00 © Cannon Design 2013 CANJONDESIGN SD -A015 i UNDERSIDE OF DECK ABOVE DEFLECTION TRACK EXTEND GYP. BD. TO CONSTRUCTION ABOVE !! AND SEAL ON SIDE OF PARTITION WHERE NO 2 CEILING OCCURS FINISHED CEILING (SEE RCP) BRACE FRAMING TO SUBSTRATE NOT TO EXCEED 8'-0" O.C. SEE PLAN FOR DIMENSION LINE OF NEW OR EXISTING PARTITION OR SUBSTRATE (1) LAYER OF 5/8" GWB ACOUSTICAL SEALANT FINISHED FLOOR _ SEE SCHEDULE BELOW FOR DIMENSION TYPE STUD SIZE PART. THICK. SOUND ATTN RI ANKFT KEYED NOTES 1 -5/8° 2 -1/2" 2 -1/4" 3-1/8° NONE NONE N/A N/A 3 -5/8" 4-1/4" NONE N/A NON -RATED PARTITION SCALE: 1 1/2" = 1' -0° BARRY UNIVERSITY WEBER/DALTON+ DUNSPAUGH HALLS- ALTERATION Issue Date: 6-04 -2013 Sheet Ref No: 0 Cannon Design 2013 AE Project No. 004232.00