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CC-07-1066 {;�4,��,;y,�> eta ��r _� a5�, '� s _� . ,L',•• +�h,rx • :�f!c�r d • '�� o '" {', �' ' c6�. , � �.`. �. �, ��r� � .� rr.... .ter... .. R.•y '.M.... - J .. "^t .. -r Certificate of Occupancy Miami Shores Village Y iay 10050 NE 2 Ave, Miami Shores FI, 33138 f Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department , i This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: P 1 9 9 9 Permit Type Commercial Construction Bldg. Permit No. CC-5-07-1066 � V R 7 ' H Owner BARRY UNIVERSITY Contractor BEAUCHAMP CONSTRUCTION CO INC I t Subdivision/Project <NONE> Date Issued 05/23/2008 Construction Type AQUATIC LAB Occupancy Load NA : . 11300 2 Avenue NE Miami Shores Village FL 33138- 'nr ocation Buildi Officials Approval udio Grande, CBO .01 {• �11 N*es to y Not Transferable POST IN A CONSPICUOUS PLACE � �� j , -rye„ •,•. }. ,• fi,,r_ r. ., �`ai,"yC� ��'�'/'yc •W'��r�•'` ��' 'y �. �r��"v';�+��r�-.� �i . , i'. Cry � •. a- � µ r- `„`•.w'^irJ-♦ r,IJ � •i'~i s'F�" r 3'r ��Y` 3t �� - �• � 7' ^,�`� i 3'f� 1. }.��' }. � ,� �x �S"��ix�'�� `t-� orf ��S �?Y..;Ir y YV ;�• �f� `y A�, li'� q .r�.� ��' 'M 1 � J=JJi�� .S%}„ Z f �i�1 .r�1Y',t�,+ �� f f�i r�,�14 �'/�• ' V� !.' ..�1. ter- Y•�. I'•i � •dj` : , ..-+ •.F'L s-. � a+y4� .L'L wIL �� _.� 'fb. — •.f L. •— . Miami Shores Village �gvo01 �`- ►old Building Department U 10050 N.E.2nd Avenue,Miami Shores,Florida 33138( �IZZF mel Tel: (305)795.2204 Fax:(305)756.8972 _' '50d,- c 5� C� `u BUILDING J�� `' `J'; � Permit No. _ Ll�PERMIT APPLICATION MAY 2�4) Q2�001 aster Permit No. FBC 2004 BY:_'l.Y`J_..------ Permit Type (circle : Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) IF2Att,� Or, S� Phone# �o,s q 3os2 Owner's Address oa W n h* City %AA%' S&gf, ' State g1/ Zip 33161 Tenant/Lessee Name Phone# Job Address(where the work is being done) 5me City Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO j S Q�t�°etO bevct4a wfco Cet. + Contractor's Company Name : X1 ,t44r �tL��`o,,, Phone# - 0619 Contractor's Address o oro „ $L40 3ttr,�1; bZ,.5,1 p5 _ * y Citysnt,jrl, 6A4� State C�. Zip 33� CfO X !141'C2�1q►\/ - Qualifier Name �63-0,L,y Ca i SS fn1 Phone# 3K `ft-C.- og 1 C( State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) ,�i� Phone# ;?bs gq-('P-k ° 2. Q8 X35 2�v,�p z AG..:, > ur st%12 :)!Idv+rid' ,: . Value of Work For this Permit$ �p�;I„iQeat�F�ootage,Qf�t�V ;3_' 'Coe 00 wAyr--A sn..,f IF Z) o Type of Work: Addition ❑Alteration ❑ eqP pa ep ac ❑Demolition Describe Work: C1P;%-41V (11k of qh A k ZS , l AIA 8yA1+ s �� G WrI1„ A n Submittal Fee$ Permit Fee$ �� CCF$ .40 CO/CC zC0 Notary$ Training/Education Fe $ , W Technology Fee$ 3-7,90 Scanning$ 45'-- Radon$ S. Co- DPBR$ !E) Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ r La Total Fee Now Due$ ��(] See Reverse side 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 approved and a reinspection fee will be charged. Signature r -� g C Signature wner or gent Contractor The foregoing instrument was acknowledged before me this�a The fore ' instrument was ac ledged befo e e is�-3 day of 20 U'?,by T:rv► Z eY- n c day of ,2y who is personally known to me or who has produced who is persona own to me or who has produced As identif as identification and who did take an oath. NOTARY PUBLIC: LI►�S.tATTS "" NOTARY P pu Mary iff lir�!a1P of F ' a °` r'. Not"PubiYc-State of f=lorlda . .buy Corrmassion Expires Jun 16,2W9 'ss tt;5d` M� ,nmm;5c pr(: X211 Commission#DD 411603 e Sign: 'a l gid;•• Bonded By National Notary Assn ° L .,es iW. Print: :„�.,! S_ i'1r\ S'�-S Print: -- My Commission Expires: h (° Zop`3 My Commission Expir APPLICATION APPROVED BY: lJpg SI1f lel r/�c Plans Examiner Engineer 1,1-YA57 Zoning (Revised 02108/06) r PERMIT # C, • CONTRACTOR: IGa Q OKE SUBMITTAL DATE: V1.416 ADDRESS: 11 NAME: ObAltvlows RESUBMITAL DATES: P10120 , PROJECT TYPE: 08te ZO FIRE STRUCTURAL IMPACT FEES ELECTRIC HRS/DERM L NOC 3 � Z MECHANICAL BLD Inspection Worksheet it °1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL Phone: (305)795-2204 Fax: (305)756-8972 (ns � ti tr#ri bei Perm NrhhrY474 .............................. Inspection Date: 05/22/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Final Building Owner: , BARRY UNIVERSITY Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- L01001 Phone Number Project: <NONE> Parcel Number 1121360010160 Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of an aquatics lab inside an existing structure with a new structural slab. NEW AQUATICS LAB �o0e Inspector Comments Passed ` Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Wednesday, May 21, 2008 Page 2 of 2 MIAMI-DADE FIRE RESCUE DEPARTMENT DATE ' FIRE INSPECTION REPORT CONTINUATION t -� OCCUPANT d � ' . 1 Y xiY I ADDRESS ILL �__flclrnll 4 ti.. d ii �^ Hj �7 llll ,z j t- Page of Pages INSPECTOR 125.01.105 9/98 �y °R `,� Inspection Worksheet ` Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL FcuRiop Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-60282 Permit Number: CC-6-07-106 Inspection Date: 12/03/2007 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Columns Owner: , BARRY UNIVERSITY Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)899-3052 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of and aquatics cab inside an existing structure with a new structural slab 0 A`TO O�C Inspector Comments Passed cc Failed E:I_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, November 30, 2007 Page 1 of 2 ,yNaR Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: I I USP-50290 Permit Number: CC-5-07-1006 Inspection Date: 12/03/2007 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Tie Beam Owner: , BARRY UNIVERSITY Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)899-3052 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of and aquatics cab inside an existing structure with a new structural slab L Inspector Comments Passed cc Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, November 30, 2007 Page 1 of 2 "C 1% � Inspection Worksheet Miami Shores Village q qlq� '-' 10050 N.E.2nd Avenue Miami Shores, FL �iORIDP' Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-50286 Permit Number: CC-"7-1066 Inspection Date: 12/03/2007 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Slab Owner: , BARRY UNIVERSITY Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)899-3052 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305445-0819 Building Department Comments Construction of and aquatics cab inside an existing structure with a new structural slab `c � ��00 Q Inspector Comments Passed cc Failed E]_ Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Friday, November 30, 2007 Page 1 of 2 `yt{ORES Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL O ° Phone: (305)795-2204 Fax: (305)756-8972 �IRtDP` nspection Number: INSP-50305 Permit Number: CC-5-07-1066 Inspection Date: 01/29/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Drywall Screw Owner: LEON-ARISTIDE, NORMA Work Classification: Addition Job Address: 11300 2 Avenue NE ! ;; 0 to Miami Shores Village, FL 33138- Phone Number (305)893-1745 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of an aquatics lab inside an existing structure with a new structural slab. NEW AQUATICS LAB na Inspector Comments r 6,41 Passed cc Lv Failed El Correction a Needed v Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,January 29, 2008 Page 1 of 2 ,SNORES Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL FYORIDP' Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-50303 Permit Number: CC-5-07-1"066 Inspection Date: 01/29/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Framing Owner: LEON-ARISTIDE, NORMA Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Villa e, FL 33138- two Phone Number (305)893-1745 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of an aquatics lab inside an existing structure with a new structural slab. NEW AQUATICS LAB D Inspector Comments Passed CC Failed EltD Jyl Correction ❑ Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Tuesday,January 29,2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ...........-...-..... ..............................................................................................----'....1..............-............................ .......................... . . ...... .. .0 Ni .". ccos :0 28: it. U ... ........................... POrlm. ......M ............................................... Inspection Date: 02/05/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Columns Owner: LEON-ARISTIDE, NORMA Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)893-1745 FM 0 6 Parcel Number - 1121360010160 Project: <NONE> Block: I Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of an aquatics lab inside an existing structure with a newstructural slab. NEW AQUATICS LAB Inspector Comments Passed (11 P .� C�� Failed E] Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, February 4, 2008 Page 1 of 2 SM Inspection Worksheet ,s Miami Shores Village ��' � '-`•,ate"�';; 10050 N.E. 2nd Avenue Miami Shores, FL Alter -, Phone: (305)795-2204 Fax: (305)756-8972 .. .. ..... .. ....... ........ ........... y.. .... Jim a.00 urnbe : I � i P rrnl Nur ber CC ' �b 1 Inspection Date: 02/05/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Windows and Doors Owner: LEON-ARISTIDE, NORMA Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Phone Number (305)893-1745 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Building Department Comments Construction of an aquatics lab inside an existing structure with a new structural slab. NEW AQUATICS LAB Inspector Comments Passed Failed Correction - Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, February 4, 2008 Page 2 of 2 oo°o FEB t1 ' 2008 ■■■coo ■■■■■■ HAJDP 00ME ARCHITECTURE, INC. Ei Y�:__-- HARPER AIKEN DONAHUE & PARTNERS ' February 6, 2008 Jorge Sanchez Project Manage Beauchamp Construction Co., Inc. 2100 Ponce De Leon, Suite 825 n �� Coral Gables, Florida 34134 y RE: Barry University Aquatics Lab Dear Jorge: With regard to your recent request for information this letter will serve as confirmation that the steel angle brace extending from the termination above the ceiling of the corner tie column to the underside of the existing structural slab of the floor above is an acceptable substitute for the original intent to extend the tie column itself. The reason this method, for bracing the wall tie beam, was designed by our structural engineer was to allow an unforeseen existing large air duct to remain undisturbed. Sincerely, HARPER AIKEN DONAHUE & PARTNERS In I Edward F. Cannon, AIA Senior Vice President AQ-0&L 3 PRINCIPALS DAVID M. HARPER, FAIA STEWART W.AIKEN,AIA KEVIN P. DONAHUE,AIA RICHARD A.AIKEN,AIP•• ••• • • • • • •• ROBERT J. BITTERLI,RIA • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• 201 ALHAMBRACIRJLE••• • • ••• • SUITE 800 ••• • • • • • • • •• CORAL GABLES, FL-33134• 4 :.• ••• '•• ••• T: 305.476.1102 F: 305.476.0073.•• • • • ••• • • LIc. No.AA000244: : : :0: • • • • • • • • • • • •• •• • • • •• •• www.HADParchiticture.com• 0 Improving theZluality of life through architecture and design sM Permit NO. CC-5-07-1066 Miami Shores Village Permit Type:Commercial Construction 10050 N.E.2nd Avenue Perm "It lNo►1c Classification:Addition t fit. Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 Issue Date: 10/12/2007 Expiration: 04109/2008 Project Address Parcel Number Applicant 11300 NE 2 Avenue 1121360010160 BARRY UNIVERSITY INC Miami Shores Village, FL 33138- Block: 1 Lot: 2 Owner Information Address Phone Cell BARRY UNIVERSITY 11300 NE 2 Avenue (305)899-3052 MIAMI SHORES FL 33161-6628 Contractor(s) Phone Cell Phone Valuation: $ 48,535.00 BEAUCHAMP CONSTRUCTION CO IN, 305-445-0819 Total Sq Feet: 1000 Approved:Yes Available Inspections: Comments: PLAN APPROVED Inspection Type: Date Approved:5/24/2007:Yes Roof Sheathing t Date Denied: Wire Lathe w Type of Construction:AOUATIC LAB Occupancy Load:NA Shutter Final si Stories:NA Exterior: NA Drywall Screw Front Setback:NA Rear Setback:NA Shutter Attachment 9 Left Setback:NA Right Setback:NA Final Building Plans Submitted:Yes Certification Status: Tie Beam Bond Beam Slab Certification Date: Additional Info: Footing Bond Return : Classification:Commercial Wall Sheathing Spot Survey Second Floor Slab Fees Due Amount Total I Amt Paid Amt Due Termite Letter Bond Type-Contractors Bond $300.00 Framing CCF $29.40 $0.00 $0.00 $ 0.00 Rake Beam CO/CC Fee $200.00 — DBPR Surcharge $5.00 Payment Type: Second Floor Tie Bond Beam Education Surcharge $9.80 Density Permit Fee-New Construction $1,456.05 Insulation Plan Review Fee(Engineer) $$5.00 ,A Radon Surcharge $5.00 Window Door Attachment Scanning Fee $45.00 CT 2 4 Final PE Certification Technology Fee $37.90 Floor Trusses Total: $2,148.15 Roof Trusses Stem Wall Footer Trusses Plan Submittal Fill Cells Columns Window and Door Buck In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. October 11, 2007 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday,October 11, 2007 1 t ♦SNo I N111i" �RIDII' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Fl 33138 Tel:305-795-2204 Fax:305-756-8972 Permit No: CC- 07-1066 Job Name: Barry Univ.Aquatic Lab June 15, 2007 Page 1 of 2 Building Critique Sheet 1. Plans are to be reviewed and approved by DERM and Miami- Dade Fire Dept. 2. Provide a floor plan showing the existing floor area and exits and the location of the proposed aquatic lab. 3/ `Provide design}pressures for area where new storefront .V windows are..proposed. Provide Product Approvals or Engineered shop drawings for the �G proposed impact store front windows, reviewed and approved by the Designer of Record. 5. Provide manufacturer's specs/shop drawings for the proposed 1 hour rated door and fixed glass windows, reviewed and approved by the Designer of Record. Plans and submittals are incomplete; therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your Re-submittal. Claudio Grande CBO 305-795-2204 VA SNOR�S LI � C1 nn J nmM ORIDA Miami Shores Village COPY Building Department 10050 N.E.2"d Avenue Miami Shores,Fl 33138 Tel:305-795-2204 Fax:305-756-8972 Permit No: CC- 07-1066 Job Name: Barry Univ. Aquatic Lab August 27, 2007 Page 1 of 2 Building Critique Sheet 3" REVIEW ITEMS 4,5,& 6 HAVE NOT BEEN ADDRESSED. 1. Plans are to be FeViewed and approlv»a by illi RM and Miami Dade Fire Dept. 2. Provide a flOOF Plan showing the existing floor- ftFea and and the loention of the proposed aquatie lab. 2 PFoyide design p s for- ores where new StOFe f0ont rovide Product Approvals or Engineered shop drawings for the proposed impact store front windows, reviewed and approved by the Designer of Record. (NOT DONE) Provide manufacturer's specs/shop drawings for the proposed 1 hour rated door and fixed glass windows, reviewed and approved by the Designer of Record. (NOT DONE) APPLICATIONS FOR ELECTRICAL, PLUMBING, I/ MECHANICAL,ETC HAVE NOT BEEN SUBMITTED. Plans and submittals are incomplete; therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your Re-submittal. Claudio Grande CBO 305-795-2204 Page 1 of 1 Claudio Grande From: Jorge Sanchez Usanchez@beauchampco.com] Sent: Thursday, September 20, 2007 11:08 AM To: Claudio Grande Cc: amacnamara@mail.barry.edu; Bowman, Dean Subject: Barry Aquatics Claudio, Please find below the cost breakdown by trade for use in calculating permitting costs: Total contract value- 98,515 Mechanical �/// 22,000 Plumbing 1✓ 7980 Electrical - 20,000 Glass/Glazing - 20,150 Balance Building Permit- 28,385 Let me know if you need any additional information. Thanks Jorge Sanchez PROJECT MANAGER BEAUCHAMP CONSTRUCTION CO., INC. Tel:305-445-0819 Fax:305-447-0941 9/21/2007 Claudio Grande From: Zach Rappaport[zrappaport@beauchampco.com] Sent: Tuesday, June 19, 2007 11:22 AM To: Claudio Grande Cc: Edward Cannon Subject: FW: Fax From: 3057543887 Attachments: Easyl-ink Internet Document M07604760716958 51800.pdf(371 ... Claudio, I picked up the drawings for the Barry Aquatics Project but I am confused as to exactly what the Village needs for approval. Attached is the information that was attached to the plans, but I did not find the typical 'Village Critique Sheet' to spell things out for me. As always, the Village needs to proceed with this work as soon as possible. Can you call me or respond via email to tell•me what I need to do at this point. Thank you for your help. In regards to Barry Medical, incredibly we are still stuck in DERM. I will keep you posted. Zachary Rappaport Safety Coordinator Project Manager/Estimator zrappaport@beauchampco.com 305-445-0819 (office) 305-447-0941 (fax) -----Original Message----- From: Zach Rappaport Sent: Monday, June 18, 2007 12:25 PM To: 'ecannon@hadpmail.com' Subject: FW: Fax From: 3057543887 Ed, I got the Aquatics project drawings back this morning. I need your help responding to the Village. Attached are the comments that I got back. I was not able to talk with Claudio directly. Call me or write me back after you have a chance to review. The University is all over me to push this permit process forward. Thanks. Zachary Rappaport Safety Coordinator Project Manager/Estimator BEAUCHAMP CONSTRUCTION 2100 Ponce de Leon Blvd Suite 825 Coral Gables, FL 33134 (305) 445-0819 (305) 447-0941 (Fax) zrappaport@beauchampco.com -----Original Message----- 1 Miami Shores Village PermitNO. CC-J-07-1066 Ym 10050 N.E.2nd Avenue Permit Type:Commercial Construction g e Miami Shores,FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Work Classification:Addition � fiCOR1ll� / Issue Date: Not Isd sueExpiresNot Issued Folio Number:1121360010160 Owner's Name:BARRY UNIVERSITY Owner's Phone: (305)899-3052 Job Address: 11300 2 Avenue NE Total Square Feet: 0 Miami Shores Village, FL 33138- Total Job Valuation: $ 100,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/24/2007 : Yes Comments: PLAN APPROVED ■■■■■■ f�p ■■■■O■ ■■■■■■ MEMNON ARCHITECTURE, INC. HARPER AIKEN DONAHUE & PARTNERS Date: 6/26/2007 HADP Project 1106044 Telephone# 305.445.0819 Fax# N/A To: Zach Rappaport Pages Company: Beauchamp Construction Co. 875 Wacovia Building Coral Gables, FL 33134 From: Edward F. Cannon, AIA *LLab � Project: Barry University Aqu Re: Village Critique dated 6/15/07 revised and received by HADP 6/26/07 We are sending : ❑ Herewith ❑ Under Separate Cover El Prints ❑ Samples ❑ Change Orders ❑ Specs ❑ Shop Drawings ❑ Other/See Below Copies Description: 1 Permit set - City Copy with sheet A200 replaced 1 Permit set- Field Copy with Sheet A200 replaced ❑ Approved ❑ Urgent 0 As Requested ❑ Approved as Noted ❑ For Approval ❑ For File or Distribution ❑ Revise& Resubmit ❑ For Your Information ❑ Please Reply ❑ Not Approved ❑ For Review/Comment ❑ Other Remarks: Zach, The information sent with this transmittal will respond to item 3 of the Village, Building Critique Sheet by placing the calculations on the drawing that is signed and sealed. Via:❑ Fax ❑ For Pick-up at HADP Copies To: HADP File ❑ USPS ❑ Overnight 201 ALHAMBRA CIRCLE I SUITE 800 1 CORAL GABLES,FL 33134 1 T:305.476.11021 F:305.476.0073 www.HADParchitecture.com Improving the quality of life through architecture and design sM s�!ORE � Miami Shores Village Permit No. CC-5-07-1066 c c 10050 N.E 2nd Avenue Permit Type:Commercial Construction Miami Shores,FL 33138-0000 E'N- Phone: (305)795-2204 Fax: (305)756-8972 Work Classification:Addition Issue Date: Not Issued Expires:Not Issued Folio Number:1121360010160 Owner's Name:BARRY UNIVERSITY Owner's Phone: (305)899-3052 Job Address: 11300 2 Avenue NE Total Square Feet: 0 Miami Shores Village, FL 33138- Total Job Valuation: $ 100,000.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/24/2007 : Yes Comments: PLAN APPROVED www� f�a 1�:p .... 000.00 000000 ARCHTTtCTE.TRF.. INC. ............................................................................... HARPER.A KF..N DONAHUE& PARTNFRS Date: 6/20/2007 HADP Project 1106044 Telephone# 30545X8V3---., Fax# N/A To: � ac Zh Rappaport 7 Pages Company: Beauchamp Construction Co. 875 Wacovia Building Coral Gables, FL 33134 From: Edward F. Cannon,AIA Project: Barry University Aquatics Lab Re: Village Critique dated 6/15/07 ............................................................................ ................................................................................:...................................... ......... .. ....... . ............ ... :::: We are sending : Q Herewith ❑ Under Separate Cover ❑ Prints ❑ Samples ❑ Change Orders ❑ Specs ❑ Shop Drawings ❑ Other/See Below Copies Description: 2 Existing Building Record Drawing prints of the third floor showing location of Proposed Aquatic Lab 2 Sets of design pressures for areas where new store front windows are proposed ❑ Approved ❑ Urgent As Requested ❑ Approved as Noted ❑ For Approval ❑ For File or Distribution ❑ Revise & Resubmit ❑ For Your Information ❑ Please Reply ❑ Not Approved ❑ For Review/Comment ❑ Other ........:...:::.:......:......::....:..:.:..:.::::::::::::..:....::.::...::::::::::..:...:...:......,............:..:::.:::::.,.::._:::::::.::..,.:.:.::::....:.............. ................a--..... Remarks: Zach, The information sent with this transmittal will respond to item 2 &3 of the Village, Building Critique Sheet Items 1, 3 &5 will need your follow through to satisfy. ....... ..................::...................................... J........ ......... ....... ............. . ............ ....... ..... ... .....*'*.......... Via:[] Fax ❑ Hand Delivered Copies To: HADP File ❑ USPS ❑ Overnight 201 ALHAMBRA CIRCLE I SUITE 8001 CORAL GABLES,FL 331341 T:305.476.11021 F:305.476.0073 www.HADParchitecture.com Improving the quality of Me through architecture and design sM M� mom ��► �� w www s� �� CONBEAU STRUCTION CO _ GENERAL CONTRACTORS 2100 PONCE DE LEON BLVD., SUITE 825, CORAL GABLES, FL 33134 TEL 305-445-0819 • FAX 305-447-0941 LETTER OF TRANSMITTAL d To: Claudio Grande Date: June 22, 2007 Miami Shores Village Building Department Project: Barry Aquatic Lab Via: Hand Delivered Re: Response to Building Department Comments We are sending you: X Attached ❑ Under separate cover via the following items: Via: ❑ Overnight Mail ❑ Regular ❑Mail ❑Courier X Hand Delivered ❑ Regular Mail ❑Certified Mail X Plans ❑ Requisition ❑ Submittals ❑ Samples Specifications ❑ Copy of letter ❑ Change Order X Qualifications Copies Date No. Description 2 Original Signed Sealed Drawings 2 Original Layout Drawing 2 Design Area Pressures Claudio, will provide you with the product approval and shop drawings for the storefront windows before you issue the permit. If the architects responses are satisfactory, I would like to get the plans to DERM and to Fire as quick as possible. Thanks for your help. These are transmitted as checked below: ❑ For Approval❑ Approval as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approval as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review&comment ❑ Rejected as noted ❑ For bids due 0 w. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 .. Y .. ........... .. ...... .............. ... lst� nrnE liP' X302 Rer NbCC-64740 t Inspection Date: 02/05/2008 Permit Type: Commercial Construction Inspector: Grande, Claudio Inspection Type: Windows and Doors Owner: LEON-ARISTIDE, NORMA Work Classification: Addition Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- ��pp eeIfMee��qt11 Phone Number (305)893-1745 FGD 0 6 Parcel Number 1121360010160 Project: <NONE> Block: 1 Lot: 2 Contractor: BEAUCHAMP CONSTRUCTION CO INC Phone: 305-445-0819 Buildinci De artment Comments Construction of an aquatics lab inside an existing structure with a new structural slab. NEW AQUATICS LAB Inspector Comments Passed /2-�-��r /u V O—FailedEl ,C,u2A Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, February 4, 2008 Page 1 of 2 is■ ■ 7302 NW 7e Street Miami,Florida 33166 Tel,305 M:1-9696 • • • Fax.305 887-2277 Basdoors@bellsouth,net MC S rV IL Fmc FEB e3 ,008 v_ BY:------ - ------ Te; George Sanchez From: Jolima seavedra Fax: 306 447 0941 Pages: qz 9 Phone: Date: Re: cc: ❑ Urgent ® For Review ❑Please Comment ❑Please Reply ❑Please Recycle ********* ......IMPORTANT*** **'#************'*** We have a New Fax Number 305 887-2277 New Warehouse Address is 7302 NW 70"' Street Miami, FL 33166 C i i � i � 1 1 w SDI11H-2001 , consult the manufacturer when writing spacifl- without a hose stream are limited in overall size and glass area only by a manufacturer's } cations. Individual tire test program-Fire window frames The label applied to transom sidelight assem- are typically used In corridor walls and may be biles will state whether panels or glass are, to provided for masonry or drywall construction, be used in the frame. It the frame contains consult the frame manufacturer as to the abil- ass,the label for glass lights ity to supply fire window frarnes drywall both panels and glfor molded is used since it is the most limiting rating. walls. Fire window frames may bP with wired glass not less than 1/4-inch thick, 8 Fire window frames(borrowed light) or glass as approved by the labeling agencies. Fire window frames are labeled hollow metal 9 Fire door hardware glass light frames that are not attached to a You must re- door frame. Fire window frames with a maxi- To understand fire door hardware, y mum 3/4-hour rating may be provided in ac- member that fire doors sere four main purposes: cordance with the manufacturer's listing. indl- To serve As a r©gula,r door at all times;2)to vidual glass openings are not to exce®d 1296 1)Toprovide ready egress during a fire;Urn to keep ggllar0 inches; .the dimension for width or re from spreading throughout the building; height shall not exceed 54 inches. Fire win- P g dow frames with rt 20-minute rating tested and 4) to protect life and property. Table 3—Fire window frame and transom/sidellght frame glazing 114" Wire Glass Maximum Exp sod . Maximum Maximum Number of Hourly Rating ATeQ g .In.) Wldth Nei ht Lights 5268 109-314" 109-314" No Limit 20 min. w/o Hose 1266 5A" 54" No Limit 20 and a5 Minutes 4796 04 106" 10611. No Limit 20 an 45 Minutes' no ulna use of s ial Beddin Com ound Ceramic Glass Maximum Exposed Maximum Maximum Number of Hourly Rating Area Sq.In.) Width Height Lights 95" 95" No Limit 20 min. w/o Hose 33255 85° 96" No Limit 332 20 and 45 Minutes 77. 77" No Limit 6o Minutes ?_721 Panels maximum EXpoSed Maximum Maximum Plumber of Width Height Lights Hourly Rating Area S •In. No Limit 48" 48" go Mlnuteg" 2304 96" 96" No Limit go Minutes" 4608 901, 48 No Limit 18o Mlnuted'� 4600 Ith individual man UtaOtUr9r.101 OpUtA U F,ano1 oi�o end cenat.naM.lnn 'Check w 1/2"thick comp0540 panel 1-314"thick hollow m®tal PRnel 4 Taguedt 1997-1.2-09 File R12339 Vol. 2 Sec. 10 Pogo I Revisedc 2007-01-26 D t S C R 2 P T 1 0 N PRODUCT COVERED! 3/4 h fire window frame of the fixed hollow metal type incorporating the use of glass, panels or glace and panels for walls at least 4 in. thick. . 1 h fixe window frame of the .fixed hollow metal type incorporating the use of "pixeLite" glazing mate-rial for walla at leant 4-7/8 in. thick (when aeceptabla to the local code Authority having jurisdiction) . USE: The window frames described herein are designed for inatallation in maoonry or drywall openings installed on a masonry noncombustible mill, ox as borrowed lights when surrounded on all sifts by drywall partition. Framna without backbends are only inten8ed for mauonry i.netallation. SIZE: k'r mmW - The 3/4 h. frames i.nSt'alled tin masonry r_}Pc openings and installed on a masonry noncombugtlbla gill, shall not exceed 13 ft, 6 in. width and 12 'ft, 0 in.. in height. (Also see "Ovexeizc Frames") . The 3/4 h frames installed in drywall type openings and installed on a sb.�a.:1.3• not execed 11 ft., 4 in. width and 10 ft, masonry noncombustible sill, 0 in. in height when glass width does not exceed 30 in. (Also see "0verei" Frames") . The 3/4 h framed installed j.n masonry or drywall type openings and 21/ installed on a masonry noncombustible silly shall riot width does not 9 ft, in in width ;Wd 10 ft, 0 in, in bp.jght when glans 1/2 in. File R12339 Vol . 2 Sec. 1.0 Page 2 Issued= 12-9-97 The 3/4 h frames surrounded on all sides by drywall partition (borrowed lights) shall not exceed 9 ft, 2•-1/2 in. in width and 4 ft, 11-1./2 in. in height . The 1, h frames installed in masonry type openings and installed on a masonry noncombustible sill, shall not exceed 10 ft, 2-1/2 in. in width and 10 ft, 1 in. in height. 90MZE W NDOW FR'�V_= Gene - The frames shall be constructed the same as the Listed frames in this section, except the overall frame oize may be increased as described below. F'ramp_S]ZC - The 3/4 h frames installed in masonry type openings and installed on a masonry noncombustible sill, shall not exceed 17 ft in width and 15 ft in height. A1�tern PrAmp size - The 3/4 h frames installed in drywall type openings and installed on a masonry noncombustible sill, shall not exceed 1.4 ft in width and 10 ft, 0 in. in height when glass width does not exceed 30 in. The frames shall not bear a UL Listing dark but may be furnished with an Oversize Certificate Label Code 63-20. The 1 h frames installed in drywall type openings and installed on a masonry noncombustible sill, shall not exceed. 10 ft, 2 in. in width and 10 ft, 3. in. in height. The 1 h frames surrounded on all sides by drywall partitions (borrowed lights) shall not exceed 9 ft, 2-1/2 in. in width and 4. ft, 11-1/2 in. in height_ L SP,.,S, Cx�JSz Field splicing is permitted for assemblieg exceeding 10 ft, 10 in- in width and 10 ft, 0 in. in height. M . NKDLS File 812339 Vol. 2 Sec. 10 Page 3 Issued: 12-9-97 The maximum width and height for the 1/4 in. thick wired glass or TJL Listed glazing material shall not exceed. Max. Glass Max. Glass Max. Glass or Panel or Panel or Panel Area Exposed Exposed �i z e in. Z - W .dth � .�_e X9j.t 3/4 h 13 .6 x 12 1296 30 54 3/4 h 11.4 x 1.0 1296 30 54 3/4 h 9 .2-1/2 x 10 1296 51-1/2 54 3/4 h 9 .2-1/2 x 4.11-1/2 1296 51-1/2 54 1 h 10 .2-1/2 x 10 .1 2721 54 54 or 77-3/4 1 h 10.2 x 10 .1. 2721 54 54 or 77-3/4 1 h 9.2-1/2 x 4.11-1/2 2721 54 54 or 77-3/4 �JCI3 S AI�Q se? SQC. A) aicho s - Adjustable nonremovable masonry strap or existing wall type anchors shall be provided on each jamb. Alternately, for frames to be installed in drywall (wood or steel stud) construction, with wood or steel stud anchors shall be provided on each jamb. All anchors shall be spaced such that one anchor is required along each jamb for every 30 in. of height or fraction thereof. $a �J SD - Each jamb shall be provided with a base anchor. te ►ate 'Loose" Anchors - For framee described in this section, the wood or steel stud anchors shown in ILL. 8A, 8E or 9D may be provided loose with the frames, when shipped loose, the appropriate number of anchors along with a copy of the applicable "Installation Instructions" shall be provided with each frame. NKDLS File R12319 Vol. 2 Sec. 10 Pa.ge 4 Issued: 12-9-97 Revised: ho-5-00 PAINTING: Each complete window frame shall recei.Ve a good grade of co -rosion-resistant paint. A good grade of cor..roaion-resistant paint cannot be readily removed from the surface to which it has been applied when rubbed with the hand or with a dry cloth. iRSTALLATION ISiSTAUCTIONs .As a method of installing frames without a throat in drywall., see *installation instructions, Sec, 1, ILLS. A., B and. C. MARKING: in addition to the marking specified in the Sec. (;en., frames prepared with wood or 'steel stud anchors shall incorporate the supplemental marking: "Fire win.dow Frame For Installation. on Noncombustible Floor with Haag Anchor provided on Frame." The Listing Mark sba.11 be located on the internal face near the top of each removable door mullion. in addition, the manufacturer shall provide, either on the Listing Mark containing the above information or on a separate Listing MarX of similar material., the Listen's name or File Number. Metal labels may be fastened by wolding, minimum two spot or arc welds, by using drive screws, or by metal pop riVets. Mylar labels mey also be ua'od. CAV/Din plr DmS Mair 09 fl7 02:52p Berle t FyreTee 941 951 1134 F- B Fire-Rated FIRE-RATED GLASS CERAMIC Firel-ite is a3/16"(5 mm)thick fire-ratted glazing material. Itis listed for else in non- ® iatpect safety-rated locations such as transoms and borrowed lites with fine rating r requirements ranging from 20 to 90 minutes. twe St" ISA PES ■ Fire-rated for up to 90 minutes with hose stream test a�11f�o - Glass ceramic c®u e Clear and wireless a FU in Designer Series Firefremes'by Forster from TGP,or standard fire-rated frames a Large sizes available a Withstands thermal shock a NUy be lightly sandblasted or etched on one side without affecting fire rating - Passes positive pressure test standards UL 10C,UBC 7-2 and UBC 7-4 More. Tftprodacrfsnotabsrrlarmrediamkwt. 7dispradaetdoesPar rater reststandordsASM E- 119arUL2UMyawfwisdictionrequiresa'borrlertoheat"prodootpleasecontact TeckakcalClaw ProdncrsrVardiag Mkingron Pyrowep: USTiiti 133 Listed and labeled by Underwriters Laboratories,Inca and Underwriters'Laboratories Of Canada.Test report numbers for labeled fire-rated assemblies include:UL File No. RI 3377,WHI-495.0896 and WHI-495-P -MI. All above tests performed in 9=rdance with UL 9.UL 10C,ASTM E2010.CSFM 43.7, NFPA 257.UBC 43.4,UBC 7-2,UBC 7-4 and CAN4 S-104. Mhx WidMk or Aim Mgkr max Exposed WExpone OlExpaaed Scop Raft Assembir Arm/Sq.taJS¢R.l G/a:GV p^J GGndagOel Nefop 20 to Other Men door= GDwin. KMS or woad' 3,Jt5/ZJ.Q9 85 85 30" Fxeframes D.S. 3.1251U.09 so nsie. Other than daers Imo 1.627/111.24 56-1/2 5i-1/2 3/8" Frrefremesas. 2.627118.24 56-t/2 st-!/2 3/4' "HMSWketesh e*Metal rfeellraTinp. Ferdrames09 hIACM1190069mrSwiesnaemwpwrilekameq awkble kaon TGP.for wend&Met dim*wrote e&"faorttrer rarmeudmnm resredg/au sires. Note:ladividaallirethescaaaotexceed Max.ExpescrlAree"sha"above. s-rface Raw Premium Standard Obscure Max Sliest Slte 40"x 96' 48"x 96" 36"x 96' t Tedxaca Gass Product- ONE sooecr. near s0ernrays. Please note: Firelite is not an impact safety-rated product and should not be specified -- 1-800-426-x279 as such. However.TGP does otter FireLite Pluses and Firel-ite,fJr which carry both fire Fax: 1-800-457-9857 and impact safety ratings. Please ask for more details. Fn"ik selesaflMIM.Com www.fire g!ass.coin This idomeatlon 8;noerdtd ra general rerererca Dolt.Wtme.-t astf v ddsils.plow cog TwMIW Sims%&an. 8 -d aa98-9l:fr (j�S6) etoossd I 0-1481d -d sower WdO*, :Z LODE 1,2 deS 02/20/2007 11:10 492-375-4251DV FYK TEC PAGE 05/13 ATI TEST REPORT#02-1+0629.09 AIR,WA'TEk MUCTURAL TESTS MODEL: SERIES 900P its. ftrift"OP CLIENT: D.V. FYRE-TEC:. INC. TEST DATE: APRIL 21,:1004 This report aummarim tt*results of the evaluation of the provided sample, 0"April 21,200x, Arohitectvral Testing C002JCted tests of a U L firQ rated Series 900 Ncrizontal Slider H 6050 window for Q.V.Fyre-Tec, Inc, The sample was tested in accordance vAth AALWNWWDA 10111.S.2--97. ESUL S REQUI MENT OPERA111NG FORCE: AAMAJNWWDA 1fJ1A&22 QZ7 Sreakeway: 241br,. — Maintain Motion: -Bibs Not to exosed 20 IHf AIR!NFlLTRATl4N: AAAMAMVI NVA- 10111,S,2-27 Fest Pressure:(25 mph) 1.57 ASTM E 283 Leakage per Square Foot: 0,OF,cfmf$q.fl Not to excaed,3cfm/sq, ft.MaX WATM PENETRATION: A AMA&MMVA- -97 With and without screen ASTM E 547 and E 331) Test Pressure. 7.S0psf Test Method: E-547&E-331 Result: PASS Pass=No water leakage to Interior Without screen only Test Pressure: 8.25 psi Test Method: E-547&E-331 Result: PASS Pass x No water leakage to interior STRUCTURAL.PERMRMANCE-Uniform Load Deflections perASTM E 330 (0efleaions reported were taken on the stationery sash meeting stile) (Loads were held fc r 60 seconds) 75.0 psf(positive) DAV' see note#3 75.0 psf(negative) 0.41" see note 03 STRUCTURAL PERFORMANCE-Uniform Load Stucturel per ASTM E 330 (Pen'nanent sets reported vMm takers on the stationary sash meeting stye) (Loads were held for 10 seconds) 1125 psf(positive) 0.04" see note#3 112.5 psf(negafive) 0,02" see note#3 NOW#3:The Uniform Load De?lecUon test is not A Mquirement of AAfS1/AAMA/1VWWDA 101AS 2-97 for this product desipnabon.The deflection date is r000rded in this report For special Code wmpflanc a and "Wn ation only. 6 -d 2299-9Eb tbs6l eioossd I oJIazd •d sewer WdTt, :2 L002 bZ daS 02/ 0/2007 11:18 402-37S-4261 DV FVRE TEC PAGE 06/13 FORCED ENTRY Forked entry reahctanme perASTM FSU Type'A' Grade: 40 Hand and Tool Ma,iipulation Test No entry Tsst Al through X' ,No entry Hand and?ooi Manipulation Test No entry Degiazing Test per ASTM E 987 In operating directioM.70 lbs. Meeting stlie Acbral0.04"/8% Allowed 0.50"/l00% Jamb Stile Actual O.W'1112°h Aliawed 0.50"/400% In remaining direction-50 lbs. Top rale Actsal 0.0418% Allowed 0.5x/100% Bottom rail Actual 0,04178% Allowed 0,50"/100% CONCLUSIONS The sample tested successfully and met the requlrments of the air Infiltration, water pe"Mtlon and structural performance r60rarnents of ANSI/AAMA/NYVWDA 101/I.S.2-97, HS-CSI, rating. (72x80) 2004 BtlO..DING CODE-S-TATE OF FLORIDA APPROVAL OFL229e.R1 Sedes 900P Horizontal Slide windows ase approved udder the referenced standards from the Florida Building Corte; ,ANSI/AAMA*4WWDA 101AS 2-97 To View the product approval on line go to: Mttpi:% 02/20/2007 11:10 402-375-4261 DV i-VRE TEC PAGE 07/13 ATI TEST REPORT*0240631.01 AIR,WATER,STRUCTUIRAL TESTS MODEL SERIES 950P f=ixed Serer 99013 CLIENT; D.V. FYRE-TEC", N,$C. TEST DATE: APRIL 20, 2004 -T'his report summarizes Vie results of the evacuation of the provided sample. Ort,4p120,2MX, ATChitec turel Testing conducted tests of a U L fire rated Series 950 Fixed Window WW window for D.V. Fyre.Tec, Inc. The sample was tet:ted to accordance w(th AAMAfNWVMA 1011f.S.2-97. R SULTS REpUlREMENT AIR INFILTRATION, �iAMA/NW1Nt]A,a11!_� �->a� Test Ptassure: (2;i mph) 1.57 ASTM E 283 Leakage per Square Foot: 0.0,' cfm/sq.ft Not to exceed .3 meq,fLmax Test Pressure:(50 mph)6.24 Leakage per Square Foot 0.02 of isq.R Not to exceed .3 amisq. ft.max WATER PENETRATION; AAM&NWWDA�A.S 2-97 ASTM E 547 and E 331) Test Pressure: 15.0 psf Test Method: E-547$E-331 Result: PASS Pass=No water leakage to interior STRUCTURAL PERFORMANCE-Unit m Load Deflections per-ASTM E330 (DeflMlons reported were taken on the center muffion) (Loads were held for 60 seconds) 75.0 psf(positive) 0.21" see note#3 75.0 psf(negative) 0.22" see note#3 STRUCTURAL PERFORMNAWX-UnNorm Land Structural per ASTM E 330 (permanent sets rexrarted were taken on the center mullion) (Loads were held for 10 seconds) 112.5 psf Psf(positive) 0.01 0.27 max. 112.3 ) 0.01 0.27 max. Note#2:The Uniform Load Deflection test is nota requirement of A)VSI/AAMA/IVWKVA 1014S 2-97 for this product designation. The deflection data is recorded in this report For special code c omptianae and information only. TT 'd 2298-9cb (bS6) eioossd I oJ481d -j sewer Wdlb :Z L002 bZ deS 7302 NW 7P Street Miami,Florida 33166 Tel,305 726-9696 aDoor Installations, Fax.305 887.2277 Desdoors@bellsouth.net Fm To- George sanchez From: Jolima seavedra Fax: 305 447 0941 Pages: 0� 9 Phone: Date: Re: CC: ❑Urgent ® For Review ❑Please Comment ❑Please Reply ❑Please Recycle ,�*.»w,�«�w....,.....IMPORTANT`.»�,».*�►x«.,..«��,...,. . We have a New Fax Number 305 887-2277 New Warehouse Address is 7302 NW 701h Street Miami, FL 33166 - � f ti u� lF c�p.e�,,�c G+.-.A�3 is us�t� - ti consult the manufacturer when writing specifl- without a hose stream are limited in overall size and glass area only by a manufacturer's r� cations. Individual fire test program.Fire window frames The label applied to transom sidelight assem- are typically used In corridor walls and may be blies will state whether panels or glass are to provided for masonry or drywall construction. be used in the frame. If the frame contains Consult the frame manufacturer as to the abil- both panels and glass.the label for glass lights ity to supply fire window frames for drywall is used since it is the most limiting rating. walls. Fire window frames may be provided with wired glass not less than 1/4-inch thick, 8 Fire window frames(borrowed light) or glass as approved by the labeling agencies. Fire window frames are labeled hollow metal 9 pore door hardware glass light frames that are not attached to a you must re- door frame. Fire window frames with a maxi- To understand fire door hardware, y mum 314-hour rating may be provided in ac- member that fire doors serve four main purposes: cordance with the manufacturer's listing. indi- door at all times;2)to vidual glass openings are not to exceed 1296 1)TTo'o,servo as a regular provide ready egress during a fire; 3)to keep square Inches; .the dimension for width or re from s reading throughout the building; height shall not exceed 54 inches. Fire win- p dow frames with R 2o-minute rating tested and 4) to protect life and property, Table 3—Fire window frame and transom/sidellght frame glazing 114" Wire Glass Maximum Expos®d . Maximum Maximum Number of Hourly Rating Area S .In. Width Heil ht Light® 5268 109-3/4' 109-3/4" No limit 20 min. w/o Hos© 54" 54' No Limit 20 and 45 Minutes 12Q6 No limit 20 as",n 45 Minute 4704 106 106". Re wires use of s lal sedding Compound Ceramic Glass Maximum Exposed Maximum Maximum Number of Hourly Rating Area Sq.In.) Width Hal ht Lf hts fly" 95" No Limit 20 min. w/o Hose 3325 85"3325 95" No Limit 20 and 45 Minutes 77" 77^ No Limit 60 Minutes 2721 Panels OSed Maximum Maximum Number of Maximum EXp Width Height Lights Hourly noting Area S 2304-In. 48 48" No limit g0 Mlnuted.9 96" gg^ No Limit go Minutes., 4808 9B„ 48" No Limit 1 BO Mlnutos,3 4609 'Check Wlth indivldU91 manacturior tot tlpdu1ti�Pan""oirto pnd oonatn.�MMn 112"thick composite panel .- 1-314^thick hollow metal Panel 4 jagued.. 1997-1.2-09 File A12339 Vol. 2 Sec. 10 Page 1 Revised 2007-01-26 D E S C R I P T Z 0 N yR0DtjCT COVERED 3/4 h fire window frame of the fixed hollow meta). type incorporating the use of glass, panels or glass and panels fox walls at least 4 in. thick. 1 h fire window frame: of the .fixed hollow metal type incorporating the use of ":FireLite" glazing material for walla at least 4-7/8 in. thick (when aceeptabia to the local code authority having jurisdiction) . USE: _._. The window frames described herein are designed for installation in masonry or drywall openings installed on a masonry noncombuatible sill, ox as borrowed lights when surrounded on all sides by drywall partition. Frames without backbends ore only intended for magonry inet&114tiOn. SIZE: Fr3mm_. - The 3/4'b. frames i.nsl:alled in masonry type openings and installed on a masonry noncombustibla gill, shall not exceed 13 ft, 6 in. width and 12 1 t, o in. in height. (Also one "Oversize Frames") . The 3/4 h frames installed in dry-wall type openings and instal).ed on a masonry noncombustible sill, sbs.l7, not exceed 11 ft, 4 in. width and 10 ft, 0 in. in height when glass width does not exceed 30 in. (Also dee "oversize Frames") . The 3/4 h frames installed In masonry or drywall typo Openings and installed on a. masonry noncombustible sill, Shall width does not 9 ft, 2-1/2 in . in width and 10 ft, 0 in. in height wheD, glass 1/2 in. File R12339 Vol . 2 Sec. 10 Page 2 Issued_ 12-9-97 The 3/4 h frames surrounded on all sides by drywall partition (borrowed lights) shall not exceed 9 ft, 2-1/2 in. in width and 4 ft, 11-a./2 in. in height . The 1 h frames installed in masonry type openings and installed on a masonry noncombustible sill, shall not exceed 10 ft, 2-1/2 in. in width and 10 ft, 1 in. in height. OZT ,RST ZE W NDOW NW.- The frames shall be constructed the same as the Listed frames in this section, except the overall frame size may be increased as described. below. Frame size - The 3/4 h frames installed in masonry type openings and installed on a masonry noncombustible sill, shall not exceed 17 ft in width and 15 ft in height. AU rernate Frame_S z_e.. - The 3/4 h frames installed in drywall type openings and installed on a masonry noncombustible sill, shall not exceed 14 ft in width and 10 ft, 0 in. in height when glass width does not exceed 30 in. The frames shall not bear a UL Listing Mark but may be furnished with an Oversize Certificate Label Code 63-20 . The 1 h frames installed in drywall type openings and installed on a masonry noncombustible sill, shall not exceed 10 f t, 2 in. in width and 10 ft, 7, in.. in height. The 1 h frames surrounded on all sides by drywall partitions (borrowed lights) shall not exceed 9 ft, 2-1/2 in. in width. and 4. ft, 11-1/2 in. in heighC. �'rSLJ� SPLIC : Field splicing is permitted for assemblies exceeding 10 ft, 10 in. in width and 10 ft, 0 in. in height. NKDLS File 812339 Vol. 2 Sec. 10 Page 3 Issued: 12-9-97 The maximum width and height for the 1/4 in. thick wired glass or UL Listed glazing material shall not exceed. Max. Glass Max. Glass Max. Glass or Panel. or Panel. or Panel Area Exposed Exposed ;ziz�M in. Z _ Width Liaht 3/4 h 13 .6 x 12 1296 30 54 3/4 h 11..4 x 10 1296 30 54 3/4 h 9 .2-1./2 x 10 1296 51-1/2 54 3/4 h. 9. 2-1/2 x 4.11-1/2 1296 51-1/2 54 2-1/7.�xl .1 2721 ��S4 �54 �r7 -3/ QjE��- 1 h 10.2 x 10 .7. 2721 54 54 or 77-3/4 1 h, 9 .2-1/2 x 4 .11-1/2 2721 54 54 or 77-3/4 CF ORS SA-,9seA_ QC. _AL.. - Adjustable nonremovable masonry strap or existing wall type anchors shall be provided on each jamb. Alternately, for frames to be installed in drywall (wood or steel stud) construction, with wood or steel stud anchors shall be provided on each jamb. All anchors shall be spaced such that one anchor is required along each jamb for every 30 in. of height or fraction thereof. $-ateS�-kgr - Each jamb shall be provided with a base anchor. to at "Loos-" Anchnr - For frames described in this section, the wood or steel stud anchors shown in ILL. 8A, BE or 9D may be provided loose with the frames. When shipped loose, the appropriate number of anchors along with a copy of the applicable "Installation instructions" shall. be provided with each frame. NKDLS File R12339 Vol. 2 Sec. 10 Page 4 issued: 12-9-97 Reviek^d: 1.0-71-00 PAINTING: Each complete window fra..me shall receive* a good grade of c07.-rosion-resistant paint. A good grade of corromion-resistant paint cannot, be readily removed from the surface to which it has been applied when rubbed with the hand or with a dry cloth. INSTALLATION LNSTR71CT10Ns: As a method of installing frames without a throat in drywall., see *installation instructionz, Sec. 1, ILT.S. A., B and. C. MARKING: In addition to the marking specified in the Sec. den., frames propared with wood orIetcel stud anchor9 shall incorporate the supplemental marking: "Fire Window Frame For Installation on Noncombustible Floor with Bane Anchor provided on Frame." The Lasting Mark shall be located on the internal face near the tap of each removable door mullion. In addition, the manufacturer shall provide., ai.ther on the Listing Nark oonta.ining the above information or on a separate Listing Mark of Stmilax material., the Listeele name or File Number. Metal labels may be fastened by welding, minimum two spot or arc welds, by using drive screws, or by metal pop rivets. Mylar labels may alto be ua'rd. CAV/DJX:plr DMS Mar 09 ,07 02:52P Boyle FureTee 941 951 4 P. 8 fNe-Rated FIRE-RATED GLASS CE !!C Firel-fte*is a 3116"(5 mm)thick fire-rated glazing material. Itis listed for use in non- 4 impact safety-fated locations such as transoms and borrowed lites with fire rating r-� requirements ranging from 20 to 90 minutes. Tesw FEA US ■ Fire-rated for up to 90 minutes with hose stream test 40& • Glass ceramic c eau mom= . Clear and wireless . Fns in Designer Series Firefremes=by Forster from MP.or standard fire-rated frames fe Large sues available ■ Withstands thermal shock . May be lightly sandblasted or etched on one side without affecting fire rating Passes positive pressure test standards UL 10C,UBC 7-2 and UBC 7-4 Nate: Tiis product Fs net a homier m radiant treat 76is praduef foes not meet Gast s(aWxrds ASM E- J79ar M 283 Myour jurisdiction requires st hordlerte her!"product pfasse eaotac!Technical Glass Products raWrding Prrkingron Pyrawap i USTSh36S Listed and labeled by Underwriters Laboratories,inc a and Underwriters'Laboratories of Canada.Test report ri mbers for labeled fire-rated assemblies include:UL File No. 613377.WHM95-0696 and WHI-4grPSY- MI. All above tests performed in as ordance with UL 9,UL t OC,ASTM E2010.CSFM 43.7, NFPA 257,UBC 43.4,UBC 7-2,UBC 7A and CAN4 S-104. Alm WM6 or Alm Hoof OfE*vmd MW Aatfag ASSW14 ' Arco(s4�*FU af a4ladvve ML) NNW 20 to Otberlhee doors whin. MISarwood' I3325/23.09 is SB 5/2" FadtaatesD.S. 2.325M.69 93 As .714. so min. Otbof ftN d"M h%#$* 2.OW/1e.24 56-1/2 3S-1/2 SAO FirefrrrnetV.S $627/16.24 66-1/2 se-I/2 3/4' 'NMS W;rjM haflowmew sod k ming Fidrames a S.in kom 0e8igner$#des aarrowpfflok kw"iv avaib6le burn IGA.for wnpd lrJefet,speck wPoh martaraCt�ensr formwarnakrc lasted gess alres. NOW 19CrVIdaa/lift sizes cannot exceed"Nex.Pxpawd Arate shown above. swrMee RakA Premium Standard Obscure TGPArx 5lyestS7ze 48"x96" 48"x 96" 36"x96" TecFl>ic Glass P rndllCts"' 1 ANE soma. Muir S01117MYS.' Please note: FireLite is not an impact safety-rated product and should not be spedfied -- 1-500-426-0279 as such. However.TGP does offer FreLite Plus*and Fireliteo IVT which carry both fire Fax: 1-800-451-9857 and impact safety ratings. Please ask for more details. Emit selesWmegim com 1fVww.fireglass.cam Ibis aronnationainodedWOMMMliekrm".Forcmeatasthilessih.ptsaaecalieetwUCafesho*ML 8 -d 2296-98b (ir96) e t 0ossd I 0-1481d -=I sewer WdOtr :Z LOOZ j,2 daS 92/20/2057 11:10 492-375- 1 DV FWE TEC PAGE 05/13 ATI TEST REPORT n24m29.01 AIR,WATER, STRUCTURAL TESTS MODEL: SERIES GOOF H.S. geN�800P CLIENT: D.V. FYRE-FEC:,INC. TEST DATE: APRIL 21,2004 This report summarizes the results of the evakwoon of ft provided saxrlple. Ort April 21,2004, Architectural Testing conducted tests of a U L We rated Series 900 HorizorKal Siide+r H 6050 window tar Q.V.Fyre-Tec, Ina The sample was tented In aecordanee with AAMA/NWWDA 101n.S.2-97. AMUS Rpm{ EMENT OPERATING FORCE: 4�A/1AWKDA 10111-S.2-97 Breakaway: 24 lbj.. Maintain Motion: -5ibs Not to eXosed 20 Ibf AIR 9+LFILTRATI4N: AAMARJW1AllZe 101 52-87 Test Pressure:(25 mph) 1.51 ASTM E 283 Leakage per Square Foot: 0.0f.cAwsq.R Not to exceed.3OWlsq, (LrnaX WATER PENETRATION: mmalmmQ6y With and without screen ASTM E 547 and E 331) Test Prtsure: 7.Sopsf Test Memod. E-547&E-331 Result PASS Pass:No water leakage to Interior Without screen only Test Pressure: 9.25 pef Twat Method: E-547 8,E-331 Result PASS Pace x No water leakage to interier STRUCTURAL PERFORMANCE-Uniform Load Deflections per ASTM E 330 (Deflec ftu repate3 were taken on the stationary sash meeting stile) (Loads were held k r So seconds) 75.0 psf(poSidve) 0.46" see note#3 75.0 psf(negates) 0.41" see nota 03 STRUCTURAL.PERFORMA11ICE-Uniform Load Structural per ASTM E 330 (Permanent sets ref'orted Were taken on the stationary Sash meeting stile) (Loads were held for 10 seconds) 1 IZ5 psi(Positive) 0.04" am note*3 112.5 psf(negative) 0.02" see note#3 Nose*3.The Uniform Load Deflection test is not A requirement ofAht8YAAU41NWWDA iotas 2-97 for this product designation.The deflection data Is reoorded in this report For special cede comprrance and infiormation only. 6 'd ZZ98-9Eb (b96) etaossd I oJ4aid -d sawer Wdlf, :2 L002 bZ 48S 02/�S/2007 11:10 402-375- DV FYRE TEC RACE 06/13 FORCEV ENTRY Forced entry r+es)riUmm perASTM Figs Type W Grade, 44 Hand and Toot Me'tipulation Test No entry Test Al through X .No entry Hand and Tool Mwitpulation Test No entry Deglazing Test per ASTM E 987 In operating directlom-70 lbs. Meeting odic Acaial 0.04018% Allowed D.W11 w% Jamb Stile Actual 0.06"/12% Allowed 0.5Cr/100% In remInin9 direction-So lbs. Top rail Actsai 0.04"fa% Allowed 0.507/90096 Bottom rail Actual 0.0,08% Allowed 0.50"/100% CONCLUSIONS The sample tested successfully Hud met the requlrmeMs of the air infiltration, water penetration and structural performance requirements of ANSVAAMA/N VWOA 101/1.S.2-97, HS-CW rapng. (72x60) 2004 BUILDING CODE-STATE OF FLORIDA APPROVAL OFL32904" Series 900P Horizontal Slide windows ane approved under the riereienced standards from the Florida Building Code. .ANSIIAAMAtI WDA 101/15 2-97 To view the product approval on line go to: fkddp b-011din m,pr pr sap approval, 80 to the topto Productsearah,double clk thendoubfe flick oa Product D.V. FYRE-TEC, INC. hit search type Petters OT 'd 2298-9E1r (t►SS) etoossd R oJ48id •j saver WdT� tZ LODZ bZ daS 02/20/20'07 11:18 402-375- 1 DV FYRE TEC PAGE 07/13 ATI TEST REPORT#02.10631.01 AIR,WATER,STRUCTURAL TESTS MODEL SERIES 950P Fixed Series omp CLIENT. D.V. FYRE-TEC*,, INC. TEST DATE: APRIL 20, 2004 •This report summarizes me results of the evaluation►of tt+e W*vWed sample. bn Apr120,2004, ArmhlteCtural Testing conduMd tests of a U L Ire rated Series 950 Fixed Vyindcw t MWIndow for D.V. Fyre-Tec, Inc. The sample was te.-ded to accordance with AAMAINWWDA 1t)1A.S.2-97. � �EpUlRi1�NT AIR INFILTRATION, AAM6/NWI8Q61014.8.2-97 Test PMSute: (26 Mph) 1.57 ASPM E 283 Leakage per Square Foot: 0.0'' cfm/sq.ft Not to exceed.8 Cftftq.tt.max TeSt Pressure:(50 mph)6.24 Leakage per Square Foot: 0.02 cbntsq.ft Not to exceed.3 ofm/sq,tt.nm WATER PENETRATION; A .S.2-97 Test Pressure: 15.0 psf ASTM E 547 and E 331) Test Method: E-547 A E-331 Result: PASS Pass=No water leakage to interior STRUCTURAL PERFOIMANCE-Uniform Load Deflectbns Per ASTM E 330 (DeReCtions reported were taken on the center mullion) (Loads were held for 60 seconds) 75.0 psf(positive) 0.21" see note#3 75.0 psf(negative) 0,22" see note Q STRUCTURAL PERFORMANCE•UnWorm toad Structural per ASTM E 330 (permanent sets reported were taken on the center mullion) (Loads were held for 10 seconds) 112.5 psf(positive) 0.01" 0.27 max. 112.5 psi(negative) 0.01" 0.27 max. Note 0, The Un!form Load Deflection test is not a regk*ement of ANS11AAMAWWKVA 10145 2-97 for this product designation. The deflecxion dale is recorded In this report For special code compliance and information only. T T -d 2296-961► (f,96) e t Oossd R oJIa t d •d saweC Wd T b :2 L002 f,2 deS 02/29/2001 11:10 482-375 DV FYRE TEC PAGE 08/13 FORCED ENTRY Fortied entry rssistWcft per ASTM F"& Type W Grade: 40 Hand acid Tvci Man4wJVM0n Test No entry Test Al through A7 No Hand and Toni Manipulation Test No entry CONCLUSIONS The semple testa' successfully and met the rmquirments Penetrationof the 'Infiltration, crater and struchrraf PQrfon�13nC6 tequirernefris&ANSI/AAMA1NWWDA 101/1.8.2-97, F-14,C75 rating. (72x72) 2004 BUILDING CODE -STATE OF FLORIDA APPROVAL OFL3.301-R1 Series 950P Fixed windows ane approved under tele referenced standQrds from the Florida Building Code: ANSI/AAMA/MWWDA 101/tS 2-97 To view the Product ct apprvral on line go to: Products Lft;l �rww.f/od—d f/dt uC1 /n OrMa rarlch asp double click on PPr*vs"10 go I.o the top to Product seerch�double ellakthen typo In cap levers D.Y. FYRE-TEI:, IMc_ hit search 2T -d zags-9c*, [bs6) eioossd B oJI81d •d sewer Wd2b :2 L002 bZ deS _ ■■ole � HADP ■■■■■■ ME* ARCHITECTURE, INC. HARPER AIKEN DONAHUE & PARTNERS August 9, 2007 Jorge Sanchez, Project Manager Beauchamp Construction Co. inc 825 Wacovia Building Coral Gables, FL 33134 Re: Barry University Aquatic Lab Response to: Fire Engineering and Water Supply Bureau Fire Department No: 10606 Job Name: Barry Univ. Aquatic Lab. Job Address: 11300 NE Second Ave. Dated: none Life Safety Disapproval Comments 1. ...Comply with 7.2.1.3.1 and 7.2.1.3.2. Response: See revised sheet A-100. 2. Provide sprinkler head relocation plan. Response: The existing building is not sprinkled. 3. Fast-Track... Response: To be coordinated through plan processor. I trust the above reply will be sufficient to complete the permit review. Should there be additional information needed please contact the undersigned. Sincerely PRINCIPALS Edward F. Cannon, AIA DAVID M. HARPER, FAIA c: HADP file 1106044 STEWART W.AIKEN,AIA KEVIN P. DONAHUE,AIA RICHARD A.AIKEN,AIA ROBERT J. BITTERLI,AIA 201 ALHAMBRA CIRCLE SUITE 800 CORAL GABLES, FL 33134 T: 305.476.1102 F:305.476.0073 Llc.No.AA0002442 Page 1 of 1 www.HADParchitecture.com Improving the quality of life through architecture and designs"" ' L T t Florida Energy Efficiency Code For Building Construction i Florida Department of Community Affairs EnergyGauge FlaCom v 2.11 FORM 40OA-2004 Whole Building Performance Method for Commercial Buildings ` Jurisdiction: MIAMI SHORES VILLAGE,MIAMI-DARE COUNTY,FL(23260 Short Desc: AQUATICS LAB Project: NHS AQUATICS LAB Owner: BARRY UNIVERSITY Address: 320 NW 115 STREET City: MIAMI SHORES State: FLORIDA PermitNo: 0 Zip: 33161 Storeys: I Type: School/University *Conditioned Area: 263 'denotes lighted area- Class: reaClass: Renovation to existing building *Cond+UnCond Area: 263 Does not include wall crosection areas Max Tonnage: 1.5(if different,write in) Compliance Summary Component Design Criteria Result Gross Energy Use 305.71 306.58 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT NOTE:An input report Print-Out from EnergyGauge Com of this design building must be submitted along with this Compliance Report � s 1/3/2007 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation calculation indicates compliance with the Florida Energy are in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED BY: GEORGE FREIJO BUILDING OFFICIAL: DATE: /3L y 7 DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Cod OWNER AGENT- IV DATE: /3 /0:z If required by Florida law, I hereby certify (*) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER GEORGE FREIJO LIGHTING SYSTEM DESIGNER: GEORGE FREIJO 3?S} MECHANICAL SYSTEM DESIGNER: GEORGE FREIJ PLUMBING SYSTEM DESIGNER: GEORGE FREIJO - !'�3 2 .1 (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 1/3/2007 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 2 Project:AQUATICS LAB Title: NHS AQUATICS LAB Type: SchooUUniversity (WEA File: Miami.tmy) Whole Building Compliance Design Reference Total 100.48 100.00 $305.71 $306.58 ELECTRICITY(MBtulkWhl$ 100.48 100.00 6,201.00 6,181.00 $305.71 $306.58 AREA LIGHTS 14.76 18.10 919.00 1,128.00 $45.31 $55.95 MISC EQUIPMT 18.57 18.57 1,156.00 1,156.00 $56.99 $57.34 PUMPS&MISC 1.00 2.00 $0.05 $0.10 SPACE COOL 6.00 12.00 $0.30 $0.60 VENT FANS 67.14 63.33 4,119.00 3,883.00 $203.07 $192.60 Credits & Penalties (if any): Modified Points: = 100.48 PASSES External Lighting Compliance Description Category Allowance Area or Length ELPA CLP (W/Unit) or No.of Units (W) (VV) (Sgft or ft) None I/3/2007 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 3 Project:AQUATICS LAB Title: NHS AQUATICS LAB Type: School/University (WEA File:Miami.tmy) Lighting Controls Compliance Acronym Ashrae Descrintion Area No.of Design Min Compli- ID (sq.ft) Tasks CP CP ance Prozo1Sp1 ,002 Laboratory 263 1 2 1 PASSES PASSES Project:AQUATICS LAB Title:NHS AQUATICS LAB Type: School/University (WEA File:Miami.tmy) System Report Compliance PrOSy5 System 5 Variable Air Volume Built-up No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler(Supply)- 1.25 1.27 PASSES System-Supply Variable Volume I PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance Open centrifugal, 1 2 3.8 2.8 3.9 3.0 Water Chilling Packages PASSES chiller (Elec), Air Cooled, (centrifugal) PASSES 1/3/2007 EnergyGauge FlaCom v 2.11 FORM 400A-2004 4 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick[in] Thick[in] [F] .SF.F] None Project:AQUATICS LAB Title: NHS AQUATICS LAB Type: School/University (WEA File: Miami.tmy) Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met t O&M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print-Out from EnergyGauge F1aCom attached? r1 1/3/2007 EnergyGauge FlaCom v 2.11 FORM 40OA-2004 5 EnergyGauge MaCom v 2.11 INPUT DATA REPORT Proiect Information Project Name: AQUATICS LAB Orientation: North Project Title: NHS AQUATICS LAB Building Type: School/University Address: 320 NW 115 STREET uilding Classification: Renovation to existing building State: FLORIDA No.of Storeys: Zip: 33161 GrossArea: 263 Owner: BARRY UNIVERSITY Zones No Acronym Description Type Area Multiplier Total Area [sf] [sfl 1 PrOZo1 Zone 1 CONDITIONED 263.0 1 263.0 ❑ Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ft] plier [sf] [cf] 1/3/2007 EnergyGauge F1aCom v 2.11 1 In Zone: PrOZol 1 Pr0Zo1Sv1 Zo0Sp1 Laboratory 263.00 1.00 12.00 1 263.0 3156.0 Lighting No Type Category No.of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: PrOZo1Spl 1 Compact Fluorescent General Lighting 1 300 300 Manual On/Off 2 Walls No Description Type Width H(Effec) Multi Area DirectionConductance Heat Dens. R-Value [ft] [ft] plier [sf] [Btulhr. sf. F] Capacity [lb/cf] [h.sf.FBtu] [Btu/sf.F] In Zone: ProZol 1 PrOZo1Wal 8"CMU/3/4"ISO 12.00 12.00 1 144.0 West 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 2 PrOZo1Wa2 8"CMU/3/4"ISO 8.50 12.00 1 102.0 East 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp 3 PrOZo1Wa3 8"CMU/3/4"ISO 10.00 12.00 1 120.0 South 0.2642 9.6960 62.72 3.79 BTWN24"oc/5/8 Gyp Windows No Description Type Shaded U SHG Vis.Tr W H(Effec) Multi Total Area [Btu/hr sf F] [ft] [ft] plier [sf] 1/3/2007 EnergyGauge FlaCom v 2.11 2 In Zone: PrOZol In Wall EAST 1 Pr0Zo 1 Wal Wi 1 User Defined Yes 1.2500 0.82 0.76 8.00 3.00 1 24.0 ❑ In Wall PrOZolWal 1 PrOZolWalWil User Defined No 1.2500 0.82 0.76 11.50 5.00 1 57.5 ❑ In Wall SOUTH 1 PrOZo 1%3 Wi 1 User Defined Yes 1.2500 0.82 0.76 5.00 3.00 1 15.0 ❑ Doors No Description Type Shaded? Width H(Effec) Multi Area Cond. Dens. Heat Cap. R-Value [ft] [ft] plier [sf] [Btu/hr. sf.F] [lb/cf] [Btu/sf. F] [h.sEFBtu] In Zone: In Wall: Roofs No Description Type Width H(Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value [ft] IN plier [sf] [deg] [Btu/hr. SL F] [Btu/sf. F] [lb/cf] [h.sf.FBtu] In Zone: PrOZol 1 PrOZoIRfl Sngl Ply/2"Iso/2" 1.00 263.00 1 263.0 0.00 0.1372 4.74 71.00 7.29 ❑ Conc/Mtl Deck Skylights No Description Type U SHGC Vis.Tran W H(Effec)Multiplier Area Total Area [Btu/hr sf F] [ft] [ftl [Sfl [Sq In Zone: In Roof: 1/3/2007 EnergyGauge F1aCom v 2.11 3 Floors No Description Type Width H(Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft] plier [sf] [Btu/hr.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] In Zone: Systems PrOSy5 System 5 Variable Air Volume Built-up System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System(Compliance Not Applicable) 15.20 2 Air Handling System-Supply(Air Handler(Supply)- 400.00 1.25 Variable Volume) Plant Equipment Category Size Inst.No Eff. IPLV ILL-Open centrifugal,chiller Cooling Equipment 1.5 [Tons] 1 3.80 [COP] 3.90 Water Heaters W-Heater Description Capacit Cap.Unit UP Rt. Efficienc Loss Ext-Lighting Description Category No.of Watts per Area/Len/No.of units Control Type Wattage Luminaires Luminaire [sf/ft/No] [W] 1/312007 EnergyGauge F1aCom v 2.11 4 Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout? Temperature Conductivity Diameter Thickness [F] [Btu-in/h.sf.F] [in] [in] El Fenestration Used Name Glass Type No.of Glass SHGC VLT Panes Conductance [Btu/h.sf.F] ASHULSg1C1rA1 User Defined 1 1.2500 0.8200 0.7600 ❑ IFrm Materials Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHea Used [h.sf.FBtu] [ft] [Btu/h.ft.F] [lb/cf] t 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 0 BOARD,1/2IN 105 Mat1105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 82 Mat182 ASPHALT-SHINGLE AND Yes 0.4400 ❑ SIDING 11 Madll 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 ❑ 47 Mat147 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 ❑ 1/3%2007 EnergyGauge F1aCom v 2.11 5 Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No No 0.26 9.70 62.72 3.7856 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 8IN,HOLLOW 0.6667 0.00 ❑ 2 269 .75" ISO BTWN24"oc 0.0625 0.00 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.00 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.FBtu] 1043 Sngl Ply/2"Iso/2" Conc/Mtl Deck No No 0.14 4.74 71.00 7.2870 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 82 ASPHALT-SHINGLE AND SIDING 0.00 ❑ 2 11 2 in. Insulation 0.1670 0.00 ❑ 3 47 2 in. Heavyweight concrete 0.1670 0.00 ❑ 1/3/2007 EnergyGauge FlaCom v 2.11 6 F ea-4-044-rC L-AL5 1uro. SOrL'Dc-M.rvt MEMO To: Freddy IJlloa From: Dr. Peter Lin - Date: June 19,2007 Re: Statement regarding chemical usage for Aquarium Project �'II"� /v,�-� No chemicals or hazardous substances will be used or put in the drain. This is a marine aquarium tank system which will house fish and thus will only be using water. Forms are attached which address this. i I I • Chicago O,T1ce 1dE'PA Tracking ldurnbzr U,S.DEPARTMENT OF ENERGY OFFICE 0:F SCIENCE--CHICAGO OFFICE NATIONAL ENVIRONkENTAL POLICY ACT(NEPA) ENVIRONMENTAL EVALUATION NOTIRCAT(ON FORM In be con-ra poinPletedt o "i<naricial assistance award"organization receiving Federal funding. For asst`stance. (including a point of contact), see `Instructions for Preparing SC-CH F SEO,Environmental Evaluat/on 1Voffflcatfon Farm". Solfcitabn/Award No. (if @Wicabfe): 06CE11438 Organization Name: Bs=y.University- Tifle Of Proposed Project/Research: Barry Lhiv6�ity.Research Facilities.and Ins trLMMtatim Initiative Total DOE Funding/Total'prgect Funding: $2B9,000 ------------ f. Pr act Da cri Pion se addi' naf a es ds essa A. rd used P22ieZ111il!"I IN` "I linea Fed all funds "nton-Fed raft f nded onions , controlled core lab�� arm_ith ante Aquaparttic of su ad ting building to a� to'an mall equipped with an Aquatic Hsbitats Accelerated y I maintain rosearch animals, narIne itYvertebsates Fish yfor.g Sys+s..� (+4f1Ar aril Plants. Our.existing facil i f y for--'' ill anirel. Lb Will also be redesigned and/or zeoonfi3=e. Zqu� for the Aquatics Jabwall. incluk: A Reverse osmosis System - 1.5, 3 and to Liter fish tanks -Light Cycle/Photop Light F!xaa,2s, Qttiets and Racks -A monitoring/dosing mem - A frog ruck -- Related filters, P=Ps, P7, d, qmclfic to the project 8. Wou! the ro'ect teed without Federal fu in Yes No If°yes,describe the.iinpact to the scope: � Il. Describfion of Affected Environment: i I Me project will i renovate an exi stirq lab and enclose a footage far the Protect is a telt' 265. Al space to hose the aquatics, lab. The total ire: I caistxvction wi11 take place in an existing building, f Mus .houses classrooms, labs and offices for the School of Na+zml dnd Health Sciences. ! 1I f I ' f I f Page 1 of 4 f . I Chicago Ofr7ce NEFA Tracking Number . ill. Prsllnminasv O ��tions: A. Is the DOE-fu ded rk entire a" a er stud Yes No Cl If"Yes", ensure that the descriptlon in Section I reflects this and go directly to Sectlon V. B. Will the work to be erformed take place 9nArety in existing buildings? L, And NOT. 1. Threaten a violation of applicable statutory, regulatory, orpermit requirements for environment,safety,and health? ® ❑ 2. Require the siting,construction or major expansion of waste treatment, storage, disposal facilities?. orage, or Xn ❑ 3• 1 isturb_hazardous substances,pollutants,or contaminants preexisting in the environment?. ❑ Q 4. Adversely-affect environmentally-sensitive resources identified th Sectlon IVA? , 5. Be connected to another existing/proposed activity that could potehtially cresta a ® 0 cumulatively significant impact? ❑ B. Have an inherent possr?iflity for high consequence impacts to human health or the environment(e.g., Blosafety Level 3-4 laboratories,activities involving high levels of ❑ ❑ radiation)? If"ye,"• Quest/on///A an*dAL._ 'SrY subsor..1e►]t questions.ensure fire de•,,��*;r .y S,,c.':4.�;;e,r //reflo feels 6,77 go a7r Lhatiy to.Section.V IV. Potential Environ ental Effects: Attach/inseet an explanation for each"Yes"response. A. Se -rive Resources: W'll the sources. ro osed action result in than sand/ disturban s to an the f ilowin . re - 1. Threatened/Endangered Species and/or Critical Habitats Yes No' 2- Other"Protected Species(e.g., Burros, Migratory Birds) 13 a 3• Sensitive Environments(e.g.,Tundra/Coral Reefs/Rain Forests) 4. Archasological/Histeric Resourcesa ❑❑ .6. Important Farmland 6. Non-Attainment Areas for Ambient&Q*ualityStandards ❑ 7. Class I Air Quality Control Reglori Cl El El 8.. Special Sources of Groundwater(e.g. Sole Source Aquifer) 13 ❑ 9. Navigable Air Space ❑ El10. Coastat�Zones 11. Areas with-Special National Designation(e.g.National Forests,Parks,Trails) El12. Floodplains and Wetlands ❑ B. Re iat Su tanceslA tivities: WIII es? the oro osed action involve an f the foie in re ul ted items or activiti 13. Natural Resource Damage Assessments Yes No 14• E:.otic Cry'afii3iri5 is. NoxiousWeeds ❑ ❑ 16. Clearing or Excavation(indicate if greater than one acre) 17. Dredge or Fill(under Clean Water Act, Sectlon 404, indicate if greater than ten �] ClEl Page 2 of 4 Chicago Office NEPA Tracking Number B. Regulated Subst ces/Actiyi#tes:- ill the roosed action Involve any of the"ollaMn r ulafed Iferns or a Ivities?(continued) 18. Noise-(In excess of regulations) Yes No 19. Asbestos Removal E o 20. PCB's � � Q 21. Import, Manufacture, or Processing of Toxic Substances. Q 22. Chemical.Storage/Use Q 23: Pesficide Use 24.' Hazardous,Toxic,or Criteria Pollutant Air Emissions El QE Q Q 25. Liquid Effluents 26. Underground Injection EQ 27. Hazardous Waste- 26. Unaerground Storage-Tanks El Q Q 29. Radioactive Mixed Waste 30. Radioactive Waste QQ 3'f• Radiation Exposure 32. Surface Water Protection 33. Potlution Prevention Act El Q 34. Ozone Depleting Substances 35. Off-Road Vehicles Q0 36. Biosafety Level 3-4 Laboratory Q' M. C. Other Relevant Information Wiq the_tzrQbesed action involve the_otlowlnc 37. Potential Violation of'Environment,Safety,or Health RegulationsfPermiis . Yes No 38- Siting/Construction/Meior Modification of Waste Recovery, or.Waste Treatment, 0 El Storage, or Disposal Facilities 39. Disturbance of Pre-exlsting Contamination Q Q 4Q: New or-Modit7ed Federal/Stafe Permits Q 41 Public Controversy Q Q 42. Environmental Justice 43: Acction/3nvolvement of Another Federal Agency(e.g. license, funding, approval) El Q 44. Action of a State Agency In a State with NEPA-type law. (Does'the State Environmental Quality Review Act apply?) Q D 45. PUbric Ufilities/Services Q Q 46. Depletion of a Non-Renewable Resource 47, Extraordinary,Circumstances Q Q 48. Connected Actions ❑ 49. Exclusively Bench-top Research_ 0 Q 60. Only a Laboratory Setting- V. Financial Assistance Award Organization Concurrence: A. Organization 015clal - 4`is H C4ia,J�p�� geni rrr tTi r� Pr-P-.'-iant •��.a.x Signature: Date: e-mall: - Phone:-305.899.3050 i Optional Concurrence(Name and Ti#lel: Signature: . Date: w� e-mall: Phone: Page 3 of 4 Chicago UMCe NEPA Tracking Member Rdmainder to be completed by�SGCH Vi. SC-CH opeu e c ecomme anon/D eininadon: A. SC-C Office of uisition and Assistant or Office of safety 7echnica!& Infrastructure services: Project Director or Contract Specialist{Name and Tltl&): Signature: Date: ------------ !3. SC-CH NEPA Team Review: fs the projectlactivlty appropriate for a determination or a recommendation.to the Head of the Feld Organization by the NEPA Compliance Officer-(NCO)under Subpart D of the DOE NEPA Regulations? Yes ❑ No ❑ Specific otass(es)of action from Appendices A-D to-Subpart D(10 CFR 1021): Name and Title: Signer Ere: C. SC-CH Counsel(if Cecessary}}; Name and T•dle: Signature: Date: D. SC-CH NEPA Compliance Ofgcer. The preceding pages are a record of documentation required un 1021.400. der DOE Final NEPA Regulation, 10 CFR ❑ Action may be categorically excluded from further NEPA review. I have determined that the proposed action meets the requirements for Categorical Exclusion referenced above. ❑ Action requires approval by Head of the Field Organfzatlon. Recommend preparation of an Environmental Assessment. ❑ Action requires approval by Head of ihe'Field Organization or a Secretailal Officer, Recommend Preparation of an Environmental Impact Statement. Comments/Limitations if necessary: Signature: - Date: Peter R. Siebae h SC-CH NEPA Compliance Officer Page 4 of 4 Page I of I Edward Cannon ..................................................................................................................................... ................................................................................................... From: Mario A. Suarez[mas—eng@bellsouth.net] Sent: Wednesday, June 20, 2007 12:58 PM To: Edward Cannon Subject: RE: BLI Aquatic Lab Ed: The he wind pressure on e-c0n7-stRjmUnt71TM7M6-Wi§.�J +71.4 PSF and -78.0 PSF Mario ..................................... ......�t��t.��.��.��.."��'..��.�....�"....��...��t'.��............................... ..........................................-......................... ........... From: Edward Cannon [mailto:ecannon@hadpmail.com] Sent: Tuesday, June 19, 2007 6:12 PM To: mas_eng@bellsouth.net Subject: BU Aquatic Lab Mario, Attached is a PDF of Drawing A100. The roof slab is at elevation 40.5'above grade. The window is at elevation 27.5'and is approximately 9.5'tall. The exposed circumference of the window is approximately 14'and the exposure in a pure south or east elevation is approximately 8.5'. If you look at an elevation to the southeast the exposure is about 12'. Can you provide me with the wind pressures for the window from this information? Thanks HARPER AIKEN DONAHUE& PARTNERS EDWARD F.CANNON,AZA SENIOR VICE PRESIDENT E:ecannon@HADPffmil.com T:305.476.1102 ..W.C. HAUF www.HADParchitecture.com The information contained in this message may be privileged, confidential, and protected from disclosure. If the reader of this message is not the intended recipient, or any employee or agent responsible for delivering this message to the intended recipient you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by replying to the message and deleting it from your computer. 6/20/2007