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CC-17-11
amp Permit NO. CC-1 4741 �e+}°.�LMiami Shores Village P rM M P@r77?ij/p8:Commercial Construction �. 10050 N.E.2nd Avenue NE orkCiassificatlowAlteilla , Miami Shores,FL 33138-0000 Pemait Status:APpn F;� ` Phone: (305)795-2204 rt 1 t+ lt7 Expiration: 10/02/2017 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Library 1121360000050-03 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue F MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone PP3 CONSTRUCTION CORP 305 389-0065 Valuation: $ 30,000.00 ( ) (305)757-5129 Total Sq Feet: 1036 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:REPLACE EXITING SEATING,FLOC Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted:Yes Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return: Classification:Residential Drywall Screw Fill Cells Columns Scannin :3 Window and Door Buck Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Celling Grid CCF $18.00 Review Planning CO/CC Fee $50.00 Invoice# CC-1-17-62513 Review Mechanical DBPR Fee $13.50 04/05/2017 Credit Card $ 1,154.00 $0.00 Review Mechanical DCA Fee $13.50 Review Electrical Education Surcharge $6.00 Review Electrical Permit Fee $900.00 Review Building Plan Review Fee(Engineer) $120.00 Review Structural Scanning Fee $9.00 Review Plumbing Technology Fee $24.00 Total: $1,154.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFI Dcertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andFuthermore,I authorize the above-named contractor to do the work stated. April 05, 2017 A=1 zVepartment nature:Owner / Applicant / Contractor / Agent Date Building Copy April 05,2017 1 e 1 Miami Shores Village CPTI T� Building Department JAN ® U1 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 BY: ) Tel:(305)795-2204 Fax:(305)756-8972 I�vl INSPECTION LINE PHONE NUMBER:(305)762-4949 S FBC 2011 BUILDING Master Permit No. cc�I j— I PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue (Barry University-Library 103) City: Miami Shores County' Miami Dade Zip. 33161 Folio/Parcel#: Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Barry University, Inc. Phone#:305-899-3790 Address: 11300 NE 2nd Avenue City. Miami Shores State: FloridaZip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: PP3 Construction, Corp. Phone#: 305-389-0065 Address: 750 NE 96th Street City: Miami Shores State: Florida Zip: 33138 Qualifier Name: Gabriel Rodriguez Phone#: 305-389-0065 State Certification or Registration#: CGC1516509 Certificate of Competency#: DESIGNER:Architect/Engineer: D & Q Studio Architects Phone#: 786-239-1322 Address:8245 SW 42nd Street City. Miami State: FL zip: 33155 Value of Work for this Permit:$30,000.9p Square/Linear Footage of Work: 1036 SF Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: Replace existing seating, flooring, ceiling and paint. Specify color o /or thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ • OD Radon Fee$t3 ' SO DBPR$ Notary$� Technology Fee$ Q 4 . M Training/Education Fee$ Double Fee$ Structural Reviews$ 12-0. Bond$ TOTAL FEE NOW DUE$ I d J ' 00 (Revised02/24/2014) Bonding Company's Name(if applicable) NA Bonding Company's Address City State Zip Mortgage Lenders Name(if applicable) NA Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONT CTOR The foregoing instrument ®was acknowledged before me this The foregoin g instrument was acknowledged before me this day of DarY ►� .20 by �� day of A 20 1- by NN'C�A� who is personally known to P� w o is personally known t_q me or who has produced as ®or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: J Sign: Sign: - Pr' Print �Sp�rj $ 1:� Notary Public State of Florida Jeffry J Yao Seal: Mr CO1Rn1(8810rt FF 188481 sae Expkes 11112(2018 �� oannission 4 rF og 1074 apd Fxpiees:June ice. %CIS ,4t5,� r o 6uridrd Thru i�o�c�Pihli�Under..:r i r Mr>trrk rk>fr rlr rk#rk rlr ge>fr rk+le*>tr tk*rk&rlr ge>fr qt&rk rk gr>Ir#>k rk rk >Ir>1r >k*Neffi&rlr rlr4Ar+k�M Nr>tt rk>!c>tr>tr gr>frb4rlr rlr rlr#$8r rkffi*>[r`rT<�(r skkdk�Frk .. -w-v1�'�v,'. +k#$ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) C C ` '-1 - t l A�oRo® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DMYYYY) 03/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CON CT PRODUCER NAMEStaCi Merchant Merchant Insurance Solutions PHCNNo : (239)823-4382 ---TF—AX.No: (866)4064983 12326 Isabella Drive ADS: smerchant@merchanfinsurancesolubons.com INSURERS AFFORDING COVERAGE NAIC d Bonita Springs FL 34135 INSURERA: Kinsdale Insurance Company INSURED INSURER 13: Ascendant Commercial Insurance PP3 Contruction Corp INSURER C: Florida Citrus Business Industries Fund 750 NE 96th Street INSURER D; INSURER E: Miami FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE1NM POLICY NUMBER LILY EFF MPS EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE FKOCCUR PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 A 0100032821-1 10/10/2016 10/10/2017 PERSONAL&ADV INJURY $ 1,000,000 GEITLAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE $ 2,000,000 X JET LOC POLICY D PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMaccident BINED SINGLE LIMIT $ 500,000 Ea ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS CA-41202-0 06/11/2016 06/11/2017 BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS FX AUTOS Per acUd M UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORYMM COMPENSATION X PR STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y 1 N E.L. ACH ACCIDENT $ 1,000,000 C E.L.OFFICER/MEMBEREXCLUDED? ❑N NIA 106-49201 03/14/2017 03/14/2018 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD TE NYY A�® CERTIFICATE OF LIABILITY INSURANCE DA 0/12/201D n 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 pollcy(ies) must be endorsed. If SUBROGATION IS WAMED, 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 PONTACT Staci Merchant Merchant Insurance Solutions PHONE : (239)823-4382 1 ac No): (866)406-4983 12326 Isabella Drive ADD ESS: smerchant@merchantinsurancesoiutions.com INSURER(S)AFFORDING COVERAGE NAIC 0 Bonita Springs FL 34135 INSURER A: Kinsdale Insurance Company INSURED INSURER B: Ascendant Commercial Insurance PP3 Contruction Corp INSURER C: Florida Citrus Business Industries Fund 750 NE 96th Street INSURER D: INSURER E: Miami FL 33138 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. WTR ADDLSUTYPE OF INSURANCE BR POLICY NUMBER MPOLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RTED CLAIMS-MADE �OCCUR PREMISES Ea ENr. $ 100,000 MED EXP(Any one person) $ 5,000 A 0100032821-1 10/10/2016 10/10/2017 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JE COT- LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COINEU—EaMacccident) LE LIMIT $ 500,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS AUTOS CA-41202-0 06/11/2016 06/11/2017 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOSPer accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORI(ERS COMPENSATION X STATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L. ACH ACCIDENT $ 1,000,000 C L OFFICERIMEMBER EXCLUDED? ❑N NIA 10649201 03/14/2016 03/14/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$ 1,000,000 If yes,describe under DESRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT I$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORRED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD D & Q Studio, LLC 8245 sw 42nd st Miami, FL 33155 786.239.1322 E: ddiaz@d-q-s.com Transmittal To: Myrline Aristal Date: 03.21.17 Barry University, Facilites Management RE: FW:Library 103 Delta 2 11300 NE 2nd Ave, Miami, FL 33161 P: 305.899.4843 F: 305.899.3058 E: Madstil@barry.edu Letter Specs Attached Under separate cover Drawings Submittals ASI Samples Prints Shop dwg CO Other Copies Date No Description 2 01.10.16 Bldg. Dept. Comments and Responses/Detla#2 Narative 2 01.10.16 24"x36" Drawings, Signed and Sealed , Delta#2 Revisions 1 01.10.16 CD Digital Copy of Construction Documents, PDF For Approval jAs requested For your use Other Remarks: Copy: 0000 Signed: 040 Daniel Di 02 NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES + Herbert S.Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474•(786)315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES ;�eI ��r t PROVIDE MUNICIPAL PROCESS NUMBER HERE CC-17-11 H LL Job Job Address 11300 NE 2nd Avenue, Miami Shores, FL 3316 ¢Z Contractor No. CGC1516509 Barry University - Library 301 0 ZI Folio Last four(4)digits of Qualifier No. ) V~0 PP3 Construction, Corp. 29 Lot Block � Contractor Name m Qualifier Name Gabriel Rodriguez oSubdivision PBpg 02 Address 750 NE 96th Street Metes and bounds I City Miami Shores State FL—Zip33138 [ ] New Construction on [ ] Demolish Current use of property Classroom �n Vacant Land [ ] Shell Only Z Alteration Interior ,�W l [ ] Addition Attached 0 W [ ] Alteration Exterior [ ] Addition Detached-- Description of Work interior Alterations o [ ] Relocation of Structure [ ] Re-Roof a [ ] Enclosure [ ] Foundation Only 1036 [ ] Repair [ ] Tent ® Sq.Ft. Units Floors [ ] 30,000 Repair Due to Fire Value of Work [X ] MBLD" 01 [ ] Chg.Contractor Owner Barry University, Inc. ju Category N W� 11300 NE 2nd Avenue ( ] Re-Issue Address [ ] MELE y ( ] Re-Stamp y City Miami Shores State FL Zip 33161 t [ ] MPLU 305-899-3790 W [ ] MLPG [ ] Revision W Phone a [ ] MMEC ( ] Not Applicable for 3 Last four(4)digits of [ ] FIRE ¢ Fire O Owner's Social Security No. W Name Gabriel Rodriguez Owner D 6, Q Architects O 750 NE 96th Street 0W 8245 SW 42nd Street o a Address z Address H O Miami Shores FL 33138 =(ry Miami FL 33155 Lux City State Zip v z City State_Zip 305-389-0065 Q W CL 786-239-1322 E Phone Phone I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible.There is a minimum charge of 5 one-hour.Please contact the Fire Department for current rate. vaC CO)�M 111 Request: Date: LLW 2-Request: Date: 31dRequest: Date: I am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. Additional review fees may apply. 0 o 1�Request: Date: o2-Request: Date: Lu 3b Request: Date: d 123_01-192 4116 D&Q Studio, LLC I Architects February 6,2017 Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 305-795-2204 Fax 305-756-8972 ATTN: Ismael Naranjo,Building Official Re:Permit review comments Project:Barry University Library 103 Renovation Thank you for the permit review of Barry University, Library 103 Renovation Project. Below are the comments from all departments and followed in red italics, associated response(s). All revisions in these comment responses are tagged with Delta#1. Building Department Comments and Responses: No comments. Code Enforcement Department Comments and Responses: No comments. Fire Department Comments and Responses: 1. Provide written response to comments. ]D&Q Daniel Diaz] Understood. 2. Provide new sheets including all changes. [D&Q Daniel Diaz] Understood. 3. Return voided sheets for comparison. [D&Q, Daniel Diaz] Understood. 4. Coordinate the work throughout the whole set.[D&Q Daniel Diaz] Understood. 5. Provide new sheets including all changes. [D&Q, Daniel Diaz] Understood. 6. Provide all info on plans. [D&Q, Daniel Diaz] Understood. 7. Provide response sheet addressing each of the comments and indicate the sheet in which correction can be found.[D&Q, Daniel Diaz] Understood. 8. Identify the class of rehabilitation per chapter 43. [D&Q, Daniel Diaz]Class'd as Renovation. Revised Sheet LS-100 9. Indicate on plans if the building is protected by fire sprinkler system. If so,provide conceptual plan showing location of existing sprinkler heads and note if any work is to be done due to scope of work. [D&Q, Daniel Diaz]Bldg. Non-Sprinkled. Revised Sheet LS-100. 10. Aisle access ways width, indicate dirrierasibnsJ;eQu�ed-cMd provided) and calculations in accordance with FFPC 101:12.%5.5'Ai!lelr alic@sJOViys•y+idth shall comply with FFPC *a00000 101:12.2.5.5.1. 12" up to 14 seats,for more than 14 seats add .3" per seat up to a maximum of 22"width, in addition add.6:for everX sggir over 7 seats when served by one aisle. Please identify those conditions arld provicIp c1leula;for s op p13n:Expect more comments. [D&Q Daniel Diaz]Calculations Arid dir;ensiarrsprovided.'Rgvilad Sheet A-100. • • Barry University ; � �•� � � � Page 1 Renovation of Library 103,Delta#1-Bldg p,pp1.4CCrrmeVts • .• .. February 6,2017 D&O Studio, LLC I Architects 11. Provide handrails in aisle stairs and provide elevation detail with dimensions showing compliance with FFPC 101:12.5.6.8. Expect more comments.[D&Q, Daniel Diaz]Provided added handrail with elevations details, and dimensions. Revised Sheet A-100, A-101. 0 12. Provide panic hardware to doors serving more than 100 occupants in Accordance with FFPC 101:12.2.2.2.3. [D&Q, Daniel Diaz]Noted on plan. Refer to Hardware Schedule, specification 08 7100. Revised Sheet A-100 13. Changes to be mechanically reproduced. More comments may follow once information is provided.[D&Q Daniel Diaz] Understood. 14. FastTrack. [D&Q Daniel Diaz] Understood. Revised Specification Includes: 05 52 00 Metal Handrails and Railing Revised Drawing Sheets Includes: Cover, LS-100,A-100,A-101 Regards, Daniel Diaz,RA,NCARB,LEED AP BD+C Principal /Partner D&Q Studio,LLC i Architects C:786.239.1322 1 8245 SW 42" st, Miami, FL 33155 1 114 3"Ave South, Lake Worth, FL 33460 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • •••• • ••• ••• ••• • • • • • • � Barry University • ' ••• • Page 2 . Renovation of Library 103,Delta#1—Bldg!&p;CoromLcfs •;. February 6,2017 Barry University D&Q Studio, LLC Architects Library 103 Renovation Issued: 12.13.16 Revised: 02.06.17 Delta 1 Fire Dept Comment responses Table of Contents: Division 01: 01 23 00 - ALTERNATES ............................................................................1 Division 02: 02 41 13—SELECTIVE DEMOLITION .............................................................................3 Division 5: 05 44 00 - COLD FORMED METAL FRAMING .......................................................3 05 52 00—METAL HANDRAILS AND RAILINGS (added 02.06.17) ........................................3 05 55 16 - STAIR NOSING ................................................................3 Division 6: 06 10 00 - CARPENTRY .................................................................5 06 40 00 - ARCHITECTURAL WOODWORK .................................................................4 Division 8: 08 71 00 - DOOR HARDWARE .................................................................11 Division 9: 09 29 00 - GYPSUM BOARD SYSTEM ................................................................4 09 51 00 - ACOUSTICAL CEILINGS ...............................................................5 09 68 13 - CARPET TILE ..............................................................11 09 91 23 - INTERIOR PAINTING ...............................................................10 Division 10: 10 14 00 - IDENTIFYING DEVICES •� ' ' • .. . . . . ... . . ... . ... ... . ... . . . . ... . Table of Contents : ; ; ; ; Page 1 of 1 Barry University D$Q Studio,LLC(Architects Library 103 Renovation Issued:02.07.17 Delta 1: Fire Dept.Comment responses SECTION 05 52 00 METAL HANDRAILS AND RAILINGS PART GENERAL 1.1 SECTION INCLUDES A. Steel pipe handrails, balusters, and fittings. B. Aluminum tube handrails, balusters, and fittings. 1.2 RELATED SECTIONS A. 02 41 13—Selective Demolition. B. 06 10 00—Carpentry. 1.3 REFERENCES A. International Organization for Standardization (ISO) 14021-1999; Environmental Labels and Declarations 1.4 SUBMITTALS A. Product Data: 1. Recycled Content: (a) Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of product. (b) Indicate relative dollar value of recycled content product to total dollar value of product included in project. (c) If recycled content product is part of an assembly, indicate the percentage of recycled content product in the assembly by weight. (d) If recycled content product is part of an assembly, indicate relative dollar value of recycled content product to total dollar value of assembly. B. Properly identified manufacturer's literature, including shop and erection drawings before starting work. C. Railing Assemblies or Railing Components: Submit fully designed shop drawings prepared under direction of an Engineer licensed in the State of Florida showing compliance to all applicable codes and local ordinances. .. ... . . . . . .. PART 2 PRODUCTS •• •" •• •• 2.1 MATERIALS •�• •�. •.� A. All manufactured mend 4tan2f'ails;�V riltngs ere to contain recycled content. ... . . . . ... . 05 52 00 Metal Handrails and Railings ; ; • • Page 1 of 3 Barry University D&Q Studio,LLC I Architects Library 103 Renovation Issued:02.07.17 Delta 1: Fire Dept. Comment responses 2.2 HANDRAIL AND RAILING COMPONENTS A. Wall Brackets: Not applicable to this project. B. Pipe Handrail Sections: 1. Horizontal Members (Handrails and intermediate railings): (a) Steel: 1-1/2 inch OD pipe size, thickness per shop drawings, of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. (b) Aluminum: 1-1/2 inch OD pipe size, thickness per shop drawings, alloy 6061-T6 of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. (c) Horizontal members are to be used only as handrail or guard rail. 2. Vertical Members(Posts): (a) Steel: 1-1/4 inch nominal pipe size, thickness per shop drawings, of design and dimensions indicated with welded joints ground smooth and flush. (b) Aluminum: 1-1/4 inch nominal pipe size, thickness per shop drawings, alloy 6061-T6 of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. 3. Design and construct to withstand 200-pound load applied at any point, from any direction, and other loading as per Florida Building Code. (a) Floor brackets and other points of support are shown to indicate general appearance; submit shop drawings to indicate accurate location of necessary brackets and other points of support to show compliance with load requirements. 4. Provide complete with necessary sleeves, brackets, tamper-resistant bolts, and tamper-resistant fastening devices as required for a complete installation. 5. Provide and install round head socket screws or bolt cap that matches the color of the hand rails at all locations where exposed nuts and bolts are currently noted and depicted. 2.3 FINISHING A. Aluminum Handrail and Railing Components: 1. Color: Black. 2. Finish with black anodizing according to Aluminum Association Standard AA- M10C21A44. B. Steel Handrail and Railing Components: 1. Color: Black. 2. Finish with black metal based primer and paint. (a) Latex System: (1) Metal Prime Coat: Primer, rust-inhibitive,water based: •(@a) •• S-W Pro IVdVstrjgl Pro-Cryl Universal Primer, B66- •• •� •.1b SeEeb,bt5.0 to 10 mils(0.127 to 0.254 ••� mpn) 61, Mato 4.0 mils(0.051 to 0.102 mm)dry. (2) Intermediate Goat:Watdr-based acrylic, interior, matching topcoat. (3) 'T'bpcoat:l`Votor-based•acraylic, semi-gloss: ••• (al• SIN 11ro jnilJostr�l Acrylic Semi-Gloss Coating, ••• .866-1330 S&jes,�t•2.5 to 4.0 mils(0.064to 0.102 mm)dry, per coat. 05 52 00 Metal Handrails and Railings ; • • • Page 2 of 3 Bary University D&Q Studio,LLC I Architects Library 103 Renovation Issued:02.07.17 Delta 1: Fire Dept. Comment responses 2.4 MISCELLANEOUS A. Galvanized Metal.Repair Compound: 1. Hot Applied: Federal Specifications 0-G-93. 2. Cold Applied: Galvaneal", "Galvicon", "Z.R.C." B. Isolation Coating: Zinc chromate paint, heavy-bodied bituminous paint, water-white methacrylate lacquer, or acceptable non-conductive tape. C. Expanding Grout: Premix Anchoring Cement by Premix-Marbeletite, Miami, FL., or acceptable equivalent. 2.5 FASTENINGS,ANCHORS,AND BOLTS A. Provide required cast-in-place or stainless steel self-drilling anchor bolts as indicated or as recommended by the handrail and railing assembly manufacturer, complete with matching washers and nuts. PART 3 EXECUTION 3.1 INSPECTION A. Do not proceed with the work of this section until conditions detrimental to the proper and timely completion of the work have been corrected in an acceptable manner. 3.2 INSTALLATION A. Erection: 1. Erect metal handrail and railing components and metal handrail and railing assemblies at proper locations and elevations as indicated, plumb, level, in alignment, and not distorted by fastenings. 2. Erect according to accepted shop drawings and manufacturer's directions or as specified in this section. B. Supplementary Parts: Provide as necessary to complete each item. C. Contact with Dissimilar Materials: 1. Apply isolation coatings where dissimilar metals are in contact or aluminum components contact dissimilar metal or concrete or lime mortar surface. 2. Select coatings appropriate to the condition from materials specked in this section. .. ... . . . . . .. D. Expanding Grout: Appy accoldl�:td r0apufagturePs printed instructions to clean and dust free surfaces is ensues;rode!r$e0 Gnic�bond. . ... . • • • •• ARID OF SWTION: ••• • . see .. . .. . . . 05 52 00 Metal Handrails and Railings : •: : Page 3 of 3 ..• • • Soo 0••..• • • • ... . Barry University D&Q Studio, LLC Architects Library 103 Renovation Issued: 12.13.16 Revised: 02.06.17 Delta 1: Fire Dept. Comment responses Table of Contents: Division 01: 01 23 00 - ALTERNATES ............................................................................1 Division 02: 02 41 13 —SELECTIVE DEMOLITION .............................................................................3 Division 5: 05 44 00 - COLD FORMED METAL FRAMING .......................................................3 05 52 00—METAL HANDRAILS AND RAILINGS (added 02.06.17) ........................................3 05 55 16 - STAIR NOSING ................................................................3 Division 6: 06 10 00 - CARPENTRY ..................................................... ....5 06 40 00 - ARCHITECTURAL WOODWORK .................................................................4 Division 8: 08 71 00 - DOOR HARDWARE .................................................................11 Division 9: 09 29 00 - GYPSUM BOARD SYSTEM ................................................................4 09 51 00 - ACOUSTICAL CEILINGS ...............................................................5 09 68 13 - CARPET TILE ..............................................................11 09 91 23 - INTERIOR PAINTING ...............................................................10 Division 10: .. ... . . . . . .. 10 14 00 - IDENTIFYING DEVICES ;.. ,.............................. .....3 ............... .. ••• .. . . . •• . ... • •.• ... . • •• . . ••• Table of Contents ; ; ; ;•; ; ; Page 1 of 1; . .. .. . . . .. .. ... . . . ... . Bary University D&Q Studio,LLC I Architects Library 103 Renovation Issued:02.07.17 Delta 1: Fire Dept. Comment responses SECTION 05 52 00 METAL HANDRAILS AND RAILINGS PART GENERAL 1.1 SECTION INCLUDES A. Steel pipe handrails, balusters, and fittings. B. Aluminum tube handrails, balusters, and fittings. 1.2 RELATED SECTIONS A. 02 41 13—Selective Demolition. B. 06 10 00—Carpentry. 1.3 REFERENCES A. International Organization for Standardization (ISO) 14021-1999; Environmental Labels and Declarations 1.4 SUBMITTALS A. Product Data: 1. Recycled Content: (a) Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of product. (b) Indicate relative dollar value of recycled content product to total dollar value of product included in project. (c) If recycled content product is part of an assembly, indicate the percentage of recycled content product in the assembly by weight. (d) If recycled content product is part of an assembly, indicate relative dollar value of recycled content product to total dollar value of assembly. B. Properly identified manufacturer's literature, including shop and erection drawings before starting work. C. Railing Assemblies or Railing Components: Submit fully designed shop drawings prepared under direction of an Engineer licensed in the State of Florida showing compliance to all applicable codes and local ordinances. .. ... . . . . . .. . .. . . . . ... . PART 2 PRODUCTS '•• •• •• 2.1 MATERIALS ••• ... • • • • • 00 o A. All manufactured meta6bangf ails ogo railings are to contain recycled content. 0:0 Or 05 52 00 Metal Handrails and Railings • • 0 6.6 : : ; Page 1 of 3 • •• •• • • • •• •• Bary University D&Q Studio,LLC I Architects Library 103 Renovation Issued:02.07.17 Delta 1:Fire Dept. Comment responses 2.2 HANDRAIL AND RAILING COMPONENTS A. Wall Brackets: Not applicable to this project. B. Pipe Handrail Sections: 1. Horizontal Members (Handrails and intermediate railings): (a) Steel: 1-1/2 inch OD pipe size, thickness per shop drawings, of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. (b) Aluminum: 1-1/2 inch OD pipe size, thickness per shop drawings, alloy 6061-T6 of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. (c) Horizontal members are to be used only as handrail or guard rail. 2. Vertical Members(Posts): (a) Steel: 1-1/4 inch nominal pipe size, thickness per shop drawings, of design and dimensions indicated with welded joints ground smooth and flush. (b) Aluminum: 1-1/4 inch nominal pipe size, thickness per shop drawings, alloy 6061-T6 of design and dimensions indicated with smooth bends and welded joints ground smooth and flush. 3. Design and construct to withstand 200-pound load applied at any point, from any direction, and other loading as per Florida Building Code. (a) Floor brackets and other points of support are shown to indicate general appearance; submit shop drawings to indicate accurate location of necessary brackets and other points of support to show compliance with load requirements. 4. Provide complete with necessary sleeves, brackets, tamper-resistant bolts, and tamper-resistant fastening devices as required for a complete installation. 5. Provide and install round head socket screws or bolt cap that matches the color of the hand rails at all locations where exposed nuts and bolts are currently noted and depicted. 2.3 FINISHING A. Aluminum Handrail and Railing Components: 1. Color: Black. 2. Finish with black anodizing according to Aluminum Association Standard AA M10C21A44. B. Steel Handrail and Railing Components: 1. Color: Black. 2. Finish with black metal based primer and paint. (a) Latex System: (1) Metal Prime Coat: Primer, rust-inhibitive,water based: •(0 S-W Pro Ipdustriql Pro-Cryl Universal Primer, B66- •• 54 Sedef, it g.0 to 10 mils(0.127 to 0.254 kr� ( ) �•• see )wed, .�:to�!I) mils(O.Or51 to 0.102 mm)dry. 2 Intermediate Coat:Oafer-based acrylic, interior, matching topcoat. (3) : Tdocoat:VlatImbased-a crylic,semi-gloss: •••(a}• 3-W Pro (rtdptriil Acrylic Semi-Gloss Coating, ••• $66-EM Sebes,%-2.5 to 4.0 mils(0.064to 0.102 mm)dry, per coat. ... . . . . ... . . 05 52 00 Metal Handrails and Railings • • •: : : ; Page 2 of 3 • •• •• • • • •• •• i Barry University D&Q Studio,LLC I Architects Library 103 Renovation Issued:02.07.17 Delta 1:Fire Dept. Comment responses 2.4 MISCELLANEOUS A. Galvanized Metal Repair Compound: 1. Hot Applied: Federal Specifications 0-G-93. 2. Cold Applied: Galvaneal", "Galvicon", "Z.R.C." B. Isolation Coating: Zinc chromate paint, heavy-bodied bituminous paint, water-white methacrylate lacquer, or acceptable non-conductive tape. C. Expanding Grout: Premix Anchoring Cement by Premix-Marbeletite, Miami, FL., or acceptable equivalent. 2.5 FASTENINGS, ANCHORS,AND BOLTS A. Provide required cast-in-place or stainless steel self-drilling anchor bolts as indicated or as recommended by the handrail and railing assembly manufacturer, complete with matching washers and nuts. PART 3 EXECUTION 3.1 INSPECTION A. Do not proceed with the work of this section until conditions detrimental to the proper and timely completion of the work have been corrected in an acceptable manner. 3.2 INSTALLATION A. Erection: 1. Erect metal handrail and railing components and metal handrail and railing assemblies at proper locations and elevations as indicated, plumb, level, in alignment, and not distorted by fastenings. 2. Erect according to accepted shop drawings and manufacturer's directions or as specified in this section. B. Supplementary Parts: Provide as necessary to complete each item. C. Contact with Dissimilar Materials: 1. Apply isolation coatings where dissimilar metals are in contact or aluminum components contact dissimilar metal or concrete or lime mortar surface. 2. Select coatings appropriate to the condition from materials specified in this section. •• ... .. D. Expanding Grout: Appy accoldihg:td rbaltuJaCturer's printed instructions to clean and dust free surfaces tg ens��s pro'elr 3edM4nicN bond. • •• E•14b OF SECTION: •• ... . ••• 05 52 00 Metal Handrails and Railings • • • ••a : : Page 3 of 3 • . ..• . f ... % % • . . . . . • . . . . D & Q Studio, LLC • . • 0245 s 42nd s Miami, FL 33155 • ..• • •.• . • . . .. • .• . 706.239.1322 E: ddiazC@d-q-s.com .. . . . .• ... .. • ••• • • • • •• • Transmittal • ' • ' ' ' To: Myrline Aristal Date: 01.10.16 Bany University, Facilites Management RE: FW:Library 103 Delta I- 11300 NE 2nd Ave, Miami, FL 33161 P: 305.899.4843 F: 305.899.3058 E: Ma&tfl@bany.edu Letter Specs Attached Underseparate cover Drawings S ubmit als AS I S amples Plots Shop dug C0 Other C opies Date No Description 2 01.10.16 Bldg. Dept C omments and Responses/Detla#1 Narative 2 01.10.16 24"x36"Drawings, Signed and Sealed, Delta i Revisions 2 01.10.16 8"x11"Specifications, Della 1 Revisions 1 01.10.16 C D Digital C opy of C onstruction Documents, PDF ForAppmval jAs requested Foryouruse Other Remarks: C opy: 0000 S%ned: Ca;n:!�ID41w y. r D&Q Studio, LLC I Architects February 6,2017 Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 305-795-2204 Fax 305-756-8972 ATTN: Ismael Naranjo,Building Official Re:Permit review comments Project:Barry University Library 103 Renovation Thank you for the permit review of Barry University, Library 103 Renovation Project. Below are the comments from all departments and followed in red italics, associated response(s). All revisions in these comment responses are tagged with Delta#1. Building Department Comments and Responses: No comments. Code Enforcement Department Comments and Responses: No comments. Fire Department Comments and Responses: 1. Provide written response to comments.[D&Q Daniel Diaz] Understood. 2. Provide new sheets including all changes.[D&Q Daniel Diaz] Understood. 3. Return voided sheets for comparison. [D&Q Daniel Diaz] Understood. 4. Coordinate the work throughout the whole set.[D&Q Daniel Diaz] Understood. 5. Provide new sheets including all changes. [D&Q, Daniel Diaz] Understood. 6. Provide all info on plans.[D&Q Daniel Diaz] Understood. 7. Provide response sheet addressing each of the comments and indicate the sheet in which correction can be found.[D&Q Daniel Diaz] Understood. 8. Identify the class of rehabilitation per chapter 43. [D&Q Daniel Diaz]Closs'd as Renovation. Revised Sheet LS-100 9. Indicate on plans if the building is protected by fire sprinkler system. If so, provide conceptual plan showing location of existing sprinkler heads and note if any work is to be done due to scope of work.[D&Q, Daniel Diaz]Bldg. Non-Sprinkled. Revised Sheet LS-100. 10. Aisle access ways width, indicate dimensions(required and provided) and calculations in accordance with FFPC 101:12.2.5.5.Aisles access ways width shall comply with FFPC 101:12.2.5.5.1. 12" u to 14 s@ats,f •;orh n•4*sc+ets add .3" per seat u to a maximum P P of 22"width, in addition add .D fo;ffer%;eat ova r�st ats when served by one aisle. Please identify those conditions and provide calculations on plan. Expect more comments. [D&Q, Daniel Diaz]Calculations and Vim:wsions pra4&Ved, QawiseiSheet A-100. • • . • • .. . .• Barry University Page 1 Renovation of Library 103,Delta#1—Bldg.pppt.i om m ent: February 6,2017 • • • . • • • • •• •• • • • •• •• ••• • • • ••• • • D&Q Studio, LLC I Architects 11. Provide handrails in aisle stairs and provide elevation detail with dimensions showing compliance with FFPC 101:12.5.6.8. Expect more comments. [D&Q, Daniel Diaz]Provided added handrail with elevations details, and dimensions. Revised Sheer A-100, A-101, 12. Provide panic hardware to doors serving more than 100 occupants in Accordance with FFPC 101:12.2.2.2.3.[D&Q, Daniel Diaz]Noted on plan. Refer to Hardware Schedule, specification 08 71 00. Revised Sheet A-100 13. Changes to be mechanically reproduced. More comments may follow once information is provided. [D&Q Daniel Diaz] Understood. 14. FastTrack. [D&Q, Daniel Diaz] Understood. Revised Specification Includes: 05 52 00 Metal Handrails and Railing Revised Drawing Sheets Includes: Cover, LS-100,A-100,A-101 Regards, Daniel Diaz,RA, NCARB,LEED AP BD+C Principal/Partner D&Q Studio,LLC I Architects C:786.239.1322 1 8245 SW 42''st, Miami, FL 33155 1 114 3''i Ave South, Lake Worth, FL 33460 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • •• • •• • • • • Barry University Page 2 Renovation of Library 103,Delta#1—Bldg.Dept.Comrvepts• ••• • • February 6,2017 • •• •• • • • •• •• ••• • • • ••• • •