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CC-12-541Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177184 Permit Number: CC -3 -12 -541 Scheduled Inspection Date: August 10, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (954)410 -3250 Building Department Comments HVAC SYSTEM REVISION OF THE EXISTING BENINCASA HALLS AND DOMINICAN HALL HVAC TIE -IN Passe le cc 17 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 176903. Not ready NB August 09, 2012 For Inspections please call: (305)762 -4949 Page 23 of 32 Mt 5 SMoss & Associates, LLC C/O Barry University 11300 NW 2nd Av Miami Shores FL 33161 -6695 Subject: OAHU Mechanical Connection to Pad Project: Barry University - Benincasa & Kolasa Hall Remediation Address: C/O Barry University 11300 NW 2nd Av Miami Shores 33161 -6695 USA Phone: 954- 728 -0684 Fax: 954- 769 -8092 To: Mark Johnson Johnson Structural Group, Inc. From: Moss & Associates, LLC Charlie Arndall Request For Information 00032 Printed On: 08/04/2012 Page 1 of 1 Date: 08/04/2012 Job: 2012007 Required: 08/11/2012 Est. Cost Impact : $ Est. Days Impact: Co- Author: Contact: Co- Author RFI Number: Reference: RFI Type: Construction Sub - Category: Structure Request Please confirm if the following mechanical connection for the OAHU to the concrete pad is acceptable in lieu of the structural notes provided on sheet S -2. Hill York has mechanically fastened the OAHU curb to the concrete pad by installing tapcons 12" on center and additionally at each corner tie downs have been provided using eye bolts and cable. Attached are pictures of the mechanical fasteners for further review. Suggestion Answer n Accept Suggestion This is acceptable, Mark Johnson JSG 08 -06 -12 Answered By: Date: Signed: Distribution: Contact Nikoll Trimmer pm3010 Company Contact Company Cannon Design Peter Mendola Cannon Design MC)SS r Subject: Project: Address: Phone: To: From: Moss & Associates, LLC CIO Barry University 11300 NW 2nd Av Miami Shores FL 33161 -6695 OAHU Pad Size Barry University - Benincasa & Kolasa Hall Remediation C/O Barry University 11300 NW 2nd Av Miami Shores 33161 -6695 USA 954- 728 -0684 Mark Johnson Johnson Structural Group, Inc. Moss & Associates, LLC Fax: 954- 769 -8092 Charlie Arndall Request For Information 00031 Printed On: 08/04/2012 Page 1 of 1 Date: 08/04/2012 Job: 2012007 Required: 08/11/2012 Est. Cost Impact : $ Est. Days Impact: Co- Author: Contact: Co- Author RFI Number: Reference: RFI Type: Construction Sub - Category: Structure Request Please confirm that the OAHU concrete pad size can be reduced from 15'x18' -3 0x14" as shown on the sheet S -2 to 10'- 6 "x9'x14" as shown on sheet C -300 Suggestion Answer n Accept Suggestion Answered By: Date: That is acceptable. Mark Johnson JSG 08 -06 -12 Signed: Distribution: Contact Company Contact Nikoli Trimmer Cannon Design Peter Mendola pm3010 Company Cannon Design Moss & Associates, LLC CIO Barry University 11300 NW 2nd Av Miami Shores FL 33161 -6695 Subject: Infill Detail for OAHU Duct Slab Penetration Project: Barry University - Benincasa & Kolasa Hall Remediation Address: C/O Barry University 11300 NW 2nd Av Miami Shores 33161 -6695 USA Phone: 954- 728 -0684 Fax: 954- 769 -8092 To: Mark Johnson Johnson Structural Group, Inc. From: Moss & Associates, LLC Charlie Amdall Request For Information 00024 Printed On: 08/04/2012 Page 1 of 1 Date: 08/01/2012 Job: 2012007 Required: 08/08/2012 Est. Cost Impact : $ Est. Days Impact: Co- Author: Contact: Co- Author RFI Number: Reference: RFI Type: Construction Sub - Category: Structure Request Moss was instructed by Norman (MSV) to cover any rebar that was exposed during the slab being saw cut or chipped, this slab penetration was created to accept the vertical run of OAHU ductwork. Please confirm that the following infill procedure is acceptable for the slab penetration: 1. Angle iron was installed at the underside of the slab penetration where rebar was visibly exposed 2. Grout was poured from the top of the penetration till the exposed rebar was covered 3. The grout was left to cure with angle iron in place 4. The angle iron was removed once the grout was cured 5. Any remaining exposed rebar that was unable to receive grout was covered up by using epoxy Suggestion Answer Answered By: Date: Accept Suggestion Yes this is acceptable. Mark Johnson JSG 08 -06 -12 Signed: Distribution: Contact Nikoll Trimmer pm3010 Company Contact Company Cannon Design Peter Mendola Cannon Design Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177120 Permit Number: CC -3 -12 -541 Scheduled Inspection Date: August 08, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: MOSS & ASSOCIATES LLC Permit Type: Commercial Construction Inspection Type: Sidewalk Work Classification: Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (954)410 -3250 Building Department Comments HVAC SYSTEM REVISION OF THE EXISTING BENINCASA HALLS AND DOMINICAN HALL HVAC TIE -IN Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 07, 2012 For Inspections please call: (305)762 -4949 Page 27 of 33 GmIey-Horn and I Associates, Inc August 8, 2012 Mr. Norman Bruhn Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Benincasa and Kolasa Halls Sidewalks Dear Mr. Bruhn: 1221 Bricked Avenue Sae 400 Miami, Florida 33131 The sidewalks that were replaced as part of the HVAC Revisions project for the courtyards and areas surrounding Benicasa and Kolasa Halls were constructed with 3,000 psi unreinforced concrete. We have reviewed the proposed use, the material specifications and the field construction of the installation of these sidewalks and believe that the construction is in substantial accordance with the approved plans and specifications ilkp engineering standards. SEW S // Sincetegy,:t;./' ENS N6's,®,,:s KINS -H 011$ AS. GATES, INC. STATE OF ,'= Matth FL P.E. o. }10` Project Engineer Please contact us at (305) 673 -2025 should you require additional information. TEL 305 673 2025 FAX 305 535 7760 7. •y6.i L I941611t I LDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. CC I -5 Master Permit No. PERMIT APPLICAT ON FBC 20 15,0%\CAo- - SAL Permit Type ROOFING OWNER: Name (Fee Simple Titleholder): "A-\ kkAt ( « j Phone#: 5' iStr ^ 0 Address: ( OD t4E 1C 1 1 City: 4nt5 State: Tenant/Lessee Name: aNe9 Email: ed a flue\ • cocci . 4.f 3v. JOB ADDRESS: 1\0f7 G A JC City: Miami Shores County: Miami Dade Zip: 3NO Zip: 3M51 Phone #: Folio/Parcel #: 360000o -v Is the Building Historically Designated: Yes NO X. Flood Zone: CONTRACTOR: Company Name: N\osS joao\S LLCi Phone #: q54 Address: Sabi N. " cam°, kNic n .6 DO City: State: L-- Qualifier Name: C‘%41-1\ Lv t-le-"Vtr ``5k..4r11 State Certification or Registration #: apt. 1 SO b bl Certificate of Competency #: Zip: 333A Phone #: °154 ° 1}'.,,j. —579el Contact Phone#: q5 4lD °'5 ''' Email Address: • Phone #: F5— gm- DESIGNER: Architect/Engineer: cet" Value of Work for this Permit: $ p 1 ) 11 _Square/Linear Footage of Work: _ 4 $i Type of Work: Addition ; " teration UNew Repair/Replace u Demolition Description of Work: 1 f (, 51i6r. S'\ Ikge®A. e9 An4 cN.S ISOWV. -Scs lO\ t'- T\.-`S .0 a. ©G MAIM Akt‘ 'a\\ N `n 7e * * * *, **** * * * * * * * * * * * ** * * ****** * ****m**** Submittal Fee $ Permit Fee $ ! i' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bending 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 a JIV einspection fee will be charged. Signature The foregoing ins day of Owner or Agent ment was acknowledged before me this /9 20 ON, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: rl° My Commission Ex I 00;Ity A., MICHELLE A. BA c LEY E Notary 14 • My Comm. Expires Jul 6, 2014 1,,op Commission DD 972411 Bonded Through National Notary Assn. ontractor The foregoing instrument was acknowledged before me this, % q day of ?fin , 20 / 01, by errat mein , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: l ` 1l,'C h j k My Commission E APPROVED BY % / Plans Examiner Structural Review Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) ew ooq, MICHELLE A. BAGLEY Y- °` ; Notary Public - State of Florida 1 My Comm. Expires Jul 6, 2014 a Commission # DD 972411 IiIlfeel3etffadgh t :Net* assn. Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. - ssit\ TAX FOLIO NO. 11 Al •. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 40 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. ill k 4icc\ 1. Legal description of property and treet/address: 2. Description of i provem nt: te.61 11 3. Owner(s) name and address: 1111111111111111111111 11111111111111111111111 CFI* 2012R0272472 OR Ek 28076 Ps 3649; (1119) RECORDED 04/18/2012 09.05 :22 HARVEY RUVINe CLERY. OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office v s f, C 1G,,•fk 14,t‘ 1.h }ir Interest in property: / Name and address of fee simple titleholder: t_..nt` e 4. Contractor's name, address and phone number: i t .5:7 is4 c+ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: IS /k 7. Persons within the State of Florida designated by Owner upon whom notices Section 713.13(1)(a)7., Florida Statutes, Name, acldress and phone number: , grte r r d Prsc 0 °` 'r,i. . AIM 1,45. •`' Ad) t. Fvi 8. In addition to himself, Owners designates the following person(s) to receive a 713.13(1)(b), Florida Statutes. Name, address and phone number: tkoSs Alto1 S l "1bg `(1i or other documents may be served gait rrV \e. Pt, 3 j1 copy of the Lienor's Notice as provided in Section as provided by gv. PteJ3 i@ ean«e` 9. Expiration date of this Notice of Commencement: t1+ 1(the exp date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE O. OMMENCEMENT. Signature(s) of Owner(s) o Prepared By Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE 9 The foregoing instrument was acknowledged before me this c, day of Authorized Officer /Director/Partner /Manager / Prepared By C'p -A& !' r*- \` Print Name t 4-eg Ner\ Title/Office ir(1dt? a e./ -S By a°. L'A Vlividually, or as (t'5o rsonally known, or produced the following type of iden ' ica Signature of Notary Public: Print Name: SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA. STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. i}.1c1 N. Ne4etr?'a I4e? 3 alc X01 %k. Lrmr LIAAL FL,3311 aoi uvti e_r4,3-Ft4 ANY Pv.'• MICHELLE A. BAGLEY V6 o•. Notary Public - State of Florida I. e My Comm. Expires Jul 6. 2014 Q0.; Commission # DD 972411 gr " Bonded Through National Notary Assn. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed above: By By PERMIT #: l Na av-A 11/1 iami Shores Viiiage Building Department RECEIPT DATE: Contractor o Owner o Archit P r ed up 2 sets of plans a Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corre '.ns done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to c• inue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 12-541 Job Name: April 5, 2012 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade Fire. 2) Provide a separate fire sprinkler permit from Miami Dade Fire. 3) Provide approval from Miami Dade County DERM. 4) Provide approval from Miami Dade CountyWASD with water and sewer allocation letters. 5) Provide all permit applications prior to any further review.Fence, Plumbing and Electrical. 6) Provide the soil report. 7) Provide structural details for the infill areas where PTAC units are removed. This can be a separate permit but must be submitted. 8) The reflective ceiling plan is incomplete. The copy is Tight and the different types of ceilings are not shown. Provide the type of ceiling and details of the repairin fire rated ceiling (third and fourth floors) and detail of the new soffit construction. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12 -541 Job Name: April 5, 2012 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade Fire. 2) Provide a separate fire sprinkler permit from Miami Dade Fire. 3) Provide approval from Miami Dade County DERM. 4) Provide approval from Miami Dade CountyWASD with water and sewer allocation letters. 5) Provide all permit applications prior to any further review.Fence, Plumbing and Electrical. 6) Provide the soil report. 7) Provide structural details for the infill areas where PTAC units are removed. This can be a separate permit but must be submitted. 8) The reflective ceiling plan is incomplete. The copy is light and the different type; of ceilings are not shown. Provide the type of ceiling and details of the repairin fire rated ceiling (third and fourth floors) and detail of the new soffit construction. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 IV1 iami Shores Vivage Building Department RECEIPT PERMIT #: , I . L DATE: S I `3 I, Contractor o 'wner o Architect Picked up 2 sets of plans and (other) Address: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 00,7,440-kur S d— , e.rt_._ mac 1NlC - From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department RECEIPT PERMIT #: `...E) 12 DATE: CAAfic\is iscr t‘ x•A\ Contractor o Owner Architect ed up 2 sets of plans and (othe 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0(o I 1,9__) N_ LE em l Vii!. A From the building department on this date in order to have corrections done t ' plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to co tin e permittipg process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 5/3c) 12-° C4-14(2A-1 Permit Igo: 12 -541 Job Name: May 30, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade Fire with revised pages. Fire approved pages have been marked void and fire notes removed. 2) The reflective ceiling plan is incomplete. The copy is Tight and the different types of ceilings are not shown. Provide the type of ceiling and detail of the new soffit construction. NEW SOFFITS are not identified. Identify the minimum ceiling heights. Plan review is not complete, when all items aboveare corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12- Et Job Name: gewv- y •tr Date: 3 f3, %y 11 Miami Shores Vivage Building Department Critique Sheet a'1 R•r a-f v 44 L., 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PLC A-s1 fieimucpe WON A•b /*vent Tv2.svt•N5 LCAdLk t•onlS • Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: SillEmesemegat M E H191 , ,j Pi P•6' • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: Date: 3- 3e —12-- Permit #: l7. - [ y Plumbing Critique Sheet FA Pedf ")/01,4 0#74- levy/it— CceP",e, zeJoeir ciA7g/ Review Completed by: Rafael Hernandez Chief Plumbing Inspector ORES Miami Shores Village 1 Building Department RI1C. -6 i `f -5k1 4 V2. 53ek 44 :04,1 Permit No: 12- Job Name: Date: EISSMICCritique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 tlekir-t vviA-)5)1' bP Ftee71-‘174(-e- Gc-S Ce9eS-e--- —71605 ce,y p-ei% y d-la. i/03 Z. w1 O- -; 2.3 / Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector V AR A VW ess h Science" FA-F-(2-y y Ascse---bs Rt-Teikci Pt Asbestos Evaluation - Limited Site Evuton with Limited Satnpling Dam 10/24/1'1 on any University -Bericam Haa * Kelasa Hall" 11300 NE 2nd Ave, Miami Shores, FL 33161 On October 20 , 2011.AirMD completed, at your request, a limited evaluation for the presence of as tos- contalnitig building materials in the . a : referenced university dormitory buildings. gs. S am . of visible suspect asbestos Containing u ding Materials (ACBM) were collected for analysis by Polarized Light PI A1). The purpose of this survey was to id en airy asbestos- atetials that will be disturbed during removal of in certain building that were water ed.. result ofater`lea..A leak the windows in the dorm rooms. iat on include the drywall adjacent to the wait mounted TAC air conditioning 1) IColasa 1. ter /h* Units 20 222; 226, 229; 230 2. 2 d3 2) Benincasa Ha/k° Units 222; 232; 302, .308 319 and 324 feint .011, approximately 300 sq as limited to arum t Site 11306 N A 0/20/11 33161 C omac Name: Jason. McGlinc4hcy 7700 Congress Avenue, Suite 1119, Boca Raton, FL 33487 (561) 2454.E ww.airmd.com Page 2af6 SECTION I - Y Bulk material sampling was conducted according to the folk> i Friable Surfacing Materials; Friable surfacing aaaret ials, where cncc>unt , aart sampled based on the recosxaendations found in the EPA "Pink Book" entitled Asbestos in Buildings; :Simplified Scheme for Friable Surfacing Material &' (EPA document 560/5-85-0304 The number of samples .collected is based on the total uare.footage of the homogenous area of the material and the material types Sr): li sent, samples are collecta each homogeneous area of'T a not as:sum each homogeneous area of patched 'l L'Where cement such as tees, elbows, or valves, samples will be collected determine whether the material is ACM or not ACM. to beAC1 chides materials such as acoustical tiles, wire insulation, caulking drapers, etc. to the first two cat ries). Suspect such a manner as to determine whether or samples collected of a Swept MiSCCUSIACOUll inspector. Bulk samples were delivered to Dove Environmental, Cora., rida. The bulk sample specimens were eaed to P _ . ' edgbt Microscopy analysis in conjunction with dispel srstning`as outlined in 40 CF R, Part 763, Subpart F of January 1987. Dove vironmental,:Corp. is accredited for asbestos fiber analysis through success; participation in the NISI National Voluntary Laboratory Accreditation Program NVLAPP meeting the requirements of 40 C t, Past 763.87, Volume 52, and Number 210. Client I Pnet' A anon Date_ 10/20/11 33161 Contact Name Jason McGhn 7700 Congress Avenue, Suite 1119,1 Raton, FL 33487 (561) 245 -4500 www.ainnd.cont Page 3 of 6 CTION 11— PROJECT SCOPE: The above- referenced property is a multi story muhi twit =amenity dormitory build located at 11300 NE 2nd Ave, Miami Shores, FL 33161. The survey was limited to the interior of each mentioned unit around the air conditioning units and no other areas were evaluated for suspect asbestos-containing material. The scope of this project was to sample and identify potential suspect materials that may be present in building matte that will be removed during remediation. Only visible and accessible areas of the facility were inspected. During the demolition process, materials hidden behind wall cavities or other enclosures may be uncovered which may rye further testing not included in: this report specimens of suspect matcls were collected and sued for analysis using Polarized Light Miicroscopyin conjunction with dispersio n. staining as amined in 40 CFR, Part 63, Subpart F dated Januaty 1987. Analysis ' was conducted e mental, Corp., in Miramar, Florida, who is audited for asbestos rough successful participation in the. National Voluntaty Voluntary Laboxatoty Accreditation Proms (NVLAP) and meets the requirements of section 206(d) of Title ii of the USC Chapter 15, TSCA as stated in 40 Chi 763 dated Apra 30, 1987. The non- suspect materials that listed below: 1) Concrete 2) Glass 3) Metal' ctasbestos -coma r%r wall rnatetials consisted seed. Seventeen simples collected; no asbestos e listed below: r ceiling materials consisted of popcorn ted few units had the ceiling materials affect Two popcorn texture were collected and no asbestos was detected 0 alas vuut. aterials: The miscellaneous materials con: rd in unit 222 of the Kalasca' building. One and no asbestos was detected in die naateials. toration Ave, Miami Slimes Ft. 33161 e of the compound 7700 Congas Avenue, Suite 1119, Boca Raton, FL 33487 (561) 245-4500 .airn d.eona Page 4 of 6 1 Interior wall materials consisted of a drywall and joint compound yl baseboard. F.ighreen samples of the drywall wall system and vinyl stic were collected; no asbestos was detected in the materials. Note: The wall samples were procured from an a ter or` all, no thermal insattiOXI was present SEcnoN.Il ASSESSMENTS OP ACM: The above sampled materials; ate defined by the EP: N SHAP r l asbestos containing mates, therefore no assessment of the material is rep ON IV - CLOSING REMARKS Federal I v Section 61.145(c) of the .Asbestos NESHAP req that the local EPA se's office be notified in 'writing at least 10 working days prior to the onset of the project. The State Asbestos. Coordinator's Office also rcqnires a copy of the notification (address to State Asbestos Cootdinator, State of Florida Envirramiental Regulation, 2600 Blair Stone Road, Tallahassee, Florida 32399 - 2400). on,- 4e prro, o dunng a survey an s accessible at the time of our visit and do r eased. Our selection of sample locations and fr our observations and lte assumption that like materials in the same. area are hoxtnageneous. Airi4i *s interpretations are limited to accessibility ate ion tioms. The purpose of this inspection was to identify asbestos- conr fining mats ials 131st may require special treatment prior to proceeding with the pied renovation operation only. Because this inspection was conducted prior to a planned renovation operation, only those suspect asbestos-aantsining materials expected to be disturbed as a result of the renovation activities were sampled and siubmittted to the laboratory for asbestos contentt. This inspection does not intend to have identified all of the asbestos - containing matetials present in the Airt 1D's opinions as noted is the report are based on the findings and up professional experience with no warrants?. .. or guarantee implied. AirMD accepts .no responsilility for interpretations or actions based on this report by others. The fu din gs, results and conclusions as part of our assessment are only representative client feu Property Restoration Date 10/20/11 Project Sites 1130O NE 204 Ave, Miami Shores Pi. 33161 Contact 3ason M linthey 7700 Congress Avenue, Shits 1119, Raton, FL 33487 (561) 245 -4500 www, utd.c. : Page5of6 r to i 13 I fix t Itestc xt e a MUM Atm ar Ave . Suite 1 i 14, [tea Raton 24545 1 0 X A At FL 33025 9274 7426 ASBESTOS TEST RE iT : AIR MD ADDRESS: 7700 CONGRESS ESS AVE 1119 A RATON FL 33487 PROJECT: 11300 N.E. 2ND AVE., MIAMI S P PROJECT .12 CONSULT. STEPHEN HAHESSY PAGE NVLAP DATE 102 F • 102 P DATE 1 02 FIBER-GLASS 102 .PAINT 02 YESJNO WHITE DR- E: DETECT 302 CELLULOSE 502 MINERALS 03 YES / ES LAYERS. 0 PTION WHITE R rE CEILING NONE -OE1 D 12 CELL s4-:2 MI 102 PAINT 10/21111 E ID : D110499 ab Code: 102053 -0 z= === 12# 1= == == gin ibis for ysis pert D 931116. LE ', : 003 YSIS: 10/21/11 ENVIRON PA AVi. U. T »(9 4) 37 74 a CLIENT AIR SS: 7700 0 °?s"ESS AVE I119 1T1 FL 33487 PROJECT: 11300 N.E. 2ND AVE.. Ii I PROJECT H : 12996 CONSULT: STEPHEN HAHESSY TEST 2 AR L 3.3025 7 PAGE :2 DATE : 10 /21!11 B .SAMPLE ID : D110499 VLAP Lab Code : 102053-0 LAB NO. F DESCRIPTION : ASBESTOS TYPE: OTHER FIBERS : FIB NO. 04 YES /9 DYERS 02 WHITE DRYWALL TAPE NONE-DETECTED CELLULOSE 2 POLYSTYRENE-FOAM 05 FRI/ : YES/NO LAYERS: 03 DESCRIPTION : WHITE DRYWALL ASBESTOS TYPE: NONE-DETECTED OTHER FIBERS : S0% CELLULOSE NON FIBERS MI S SCRIPTIOR SSTOS TYPE OTHER FIBERS NON FIBERS 06 YES /NO WHITE VINYL MNE-DETECTED 6 CELLULOSE 10% MINERALS Y . 02 sE NO.. DATE Q ANALYSIS: 10/21.1 0%tIR S KO B:B ATE OF ANALYSIS: 10/21/11 FIBER-GLASS PAINT SAWLE 10.: KO -006 DATE OF ANALYSIS: 10/21/11 910 P AY, 214 ENTA CORP. FL 74 ASBESTOS TEST REPORT CLIENT : AIR MD ADDRESS: 7700 CONGRESS AVE 1119 RAT FL. 33487 PROJECT: 11300 N.E. 2ND AVE., ECT #:12996 CONSULT: STEPHEN HAHESSY P: 10/21/11 I S KOLASSA BLDG. E ID : 1 11049 ab Code: 102053-0 LAB . FRI/ DESCRIPTION : ASBESTOS TYPE: OTHER FIBERS : NON FIBERS FL jD. DESCRIPTION ASBESTOS TYP OTHER FIBERS NON FIBERS LAB NO. FRI/HOM DESCRIPTION : VINYL :r, ASBESTOS TYPE: NONE-DETECTED OTHER FIBERS : 10* CELLULOSE .._ NON FIBERS : 90* MIN 07 YES /NO WHITE OR L NONE-DETECTED CELLULOSE MINERALS YES/NO LAYERS: WHITE DRYWALL TAPE DETECTED CELLULOSE MINERALS 02 DATE 5* FIBER-GLASS 10* PAINT i-007 S: 10/21/11 E -000 DATE OF ANALYSIS : 10121111 Dove Devi client an available eieetrenilly. only to VE ENVIRONMENTAL CORP. PARWAY, Stf - • ZRASAR FL 33025 ref. ) 37 14 Fax ( 7426 CLIENT : AIR MD ADDRESS; 7700 CONGRESS AVE 1119 M)CA RATON PL 33487 PROJECT: 11300 N.E. 2N0 AVE.. MIA PROJECT it:12996 CONSULT: STEPHEN HABESSY LAB NO. : FRI/HCM DESCRIPTION : ASBESTOS TYPE: OTHER FIBERS : NON FIBERS : LAB NO. FRI/HON : DESCRIPTION ASBESTOS TYPE: OTHER FIBERS : NON FIBERS : LAB NO. FRI/HOM DESCRIPTION : ASBESTOS TYPE: OTHER FIBERS : ION FIBERS TEST REPORT PAGE :4 DATE : 10/21/11 ES K0I.ASSA BLCG.SAMPLE ID : 0110499 NVLAP Lab code: 102053-0 K0-010 DATE OF ANALYSIS: 10/21/11 10 NO/YES LAYERS: 01 WHITE WC CEMENT NONE-DETECTED 2% CELLULOSE 10% PAINT 11 YES/YES LAYERS: 01 WHITE CEILING POPCORN NONE-DETECTED 5% CELLULOSE 75 POLYSTYRENE-FOAM 10% PAINT 12 YES/YES LAYERS: 01 WHITE DRYWALL NONE-DETECTED YMERS SAMPLE NO.: KO-011 DATE OF ANALYSIS: 10/21/11 10% MINERALS SAMPLE Fa: 1(0-012 DATE OF ANALYSIS: 10/21/11 30% CELLULOSE 10% FIBER-GLASS 50% MINERALS 10Z PAINT 11 tzczargezezz=======NrAmmagrualtssesetsettessztr=tentsrasumatimentautzszsgtutemstrtsfrsuOttreUtzz; Dove Env tal Corporation is solely ree ,le for analysis performed on maple content supplied by client and ratted 40 CPR Part 741 P App. RA/604/1-93/114. Keasurenut natertainty information ia available by contacting the Laboratory. Laboratory Reports will be kept for a parka of Urea 13) years electronically. Percentages are visually stinted. Point count performed at clients request only.lesults relates only to its analysed. This report should not be reprtainced by client or anyone vithout written punish* Iron 1,, e Padre tal Corporation. All samples will be stored for a period of 1 mth. Our laboratm tittles miss nicroscopes is rut accredited.Ploor-Tile is nu— and sults only reflect onont. s.ravv, =so* astasusagos=aSsOMMtur-Uss= 111,241 zatz=4====movutit#isiitztlinksw ehdrahath Ramnath Y MANAGER DOVE ENVIRON M SU T 74-9274 ASBESTOS TEST RE CLIENT : AIR MD ADDRESS: 7700 CCMGRESS AVE 1119 BOCA RATON FL B7 PROJECT: 11300 N.E. 2ND AVE.,. MIAMI PROJECT #:12996 CONSULT: STEPHEN HAHESSY FRIi DESCRIPTION ASBESTOS TYPE: OTTER FIBERS . NON FIBERS LAB { war aw r :w FRI/ Ee DESCRIPTION : ASBESTOS TYPE: OTHER Fr NON FI 1' ENTAL 4 200 $4 FL 954)63 T PAGE 5 DATA 10/21/1. 5 KOLASSA BLDG" LE ID : 0110499 YES /NO LAYERS" 02 WHITE DRYWALL TAPE NONE-DETECTED 70% CELLULOSE 20% MINERALS 14 Kl/NO EENDVNYL. BASE 2% CELLULOSE RESINS La R 10 -0 LE " • Kid DATE OF ANALYSIS: 10 AVERS: 02 MAS C FR 1B YES /N0 WHITE DRYWALL E: NONE- DETECTED 252 CELLULOSE N S AVERS: 02 Dove Botirauestal Corporate is solely responsible e for assayer lx eat .a 40 LIR . 76 p App. BPk /60O /9- 931116. fle aeti g e rborato Laboratory Reports sill be kept to ctr aica3lY. 9 a cages aye ellp' eeti aced. hist coast performed. relates; only co #tom a yt = r tots d. etot be rerotical by eli All samples vlll be stor rtedix 'rile is 1 DATE PAI1 LE NO.: KO -01 Ra "endr DOVE EN 091 AR T RON ENTA CO P* AY, surre 200 H 274 ( 1 :.: <> 142 ASBESTOS TEST REPORT CLIENT : AIR MO ADDRESS : 7700 CONGRESS AVE 1119 RATON FL 33487 PROJECT: 11300 N.E. 2ND AVE., MI 12996 CONSULT: STEPHEN HAHESSY DESERIPTI. ASBESTOS TYPE: OTHER FIBERS NON FIBERS FRI/NOHOM DESCRIPTICM ASBESTOS TYPE: OTHER FIBERS : NON FIBERS CELLULOSE MINERALS 17 IPTI STO OTHER FI NON FIBERS 18 NO/YES WHITE DRYWALL NE— DETECTED CELLULOSE MINERALS VIN'L. DETECTED CELLULOSE E MINERALS LA TAPEE os IS solely tm 33 2 PASO 6 10/21/11 0110499 02 YERS: 01 MASTIC relat 8loald tiara. i 01 DATE Y IS 4 PAIL DATE c 8 16 0 for sis a SOdl i1 /1U. ant Ua e gill be : kept a pert d. ioint west. # a t sli t t tt by client or eau leb will be sto % at alys DOVE ENVIRONMENTAL CORP. OM AR PAR AY, SIP ° Ft 33025 141. 37 74 CLIENT : AIR MO ESS: 7700 cc r AVE 1119 RA FL PROJECT: 11300 N.E. 2ND AVE.. MLJ PROJECT #:12996 CONSULT: STEPHEN HMESSY 1V ASBESTOS TEST REPORT PAGE :7 DATE : 10/21/11 SAMPLE ID : 0110499 NVLAP Lab Code: 102053-0 LAB NO. FRI/101 : DESCRIPTION : ASBESTOS TYPE: OTHER FIBERS : NON FIBERS : 19 N3/YES LAYERS: 01 WHITE DRYWALL TAPE COMPOUND DETECTED 5% CELLULOSE 95% MINERALS LAB NO. :20 FRI/10 : NO/YES DESCRIPTION : EN VINYL BAS ASBESTOS TYPE: 00NE-DETECTED OTHER FIBERS : 2% CELLULOSE NON FI 81 MINERALS 90% RESINS YE 01 TIC SAMPLE NO.: KO-019 ATE OF ANALYSIS: 10/21/11 SAMPLE NO.: KO020 DATE OF ANALYSIS: 10/21/11 z.zzgmzszumtmr„s.r„tmsgmg.no„,oa..;movmta44oa.,.st,.v.g=..--...=s=s==.r=gr,z=****=saz=gm.ot.z.;ttz.wegnn,zgt... Dave twironsental Corporation is solely responsible for analysis perforsed on eatqle contest ied by client and method 40 CPR ?art U3 Apo. firej$00/1-931116, Deasuresant ibicerreinty inforattics is available by contacting tbe Laboratory, Laboratory Reports vill be kept for a period of tbree 1.3) yeaxa electronically. ?menages are viena11y esti-sated. Point count perfumed at clients request only.imits relates only to it= *Wyse& Tits report should sot be ced by client or anyone without written persist= fron Anvirtainental Corporation. All les sill be stored for a period of 1 Our laboratory uses mins simecopes and is MAP accredited,Ploor-tile is nos.bonogeneons and results only reflect Bugle at. 14Z5ZZITIZ sztrazZlz.zzOtZetZtt zzatzzazZat at 1 z ozzazazzazzatszztvzsz dranath Ramat) MY MANAGER DOVE ENVIRONMENTAL T.-- E. 8910 Miramar Parkway, suite 200 Miramar 25 Tet(p 54 -374 -9274) F *9 39- 7{$429) Rw .. RA4 povei e* rastblj.n... 6eV. m D D davelabs.orq Tel *Max # s iNia ane: ,,.. P , Date dal Samplees Signature. r Turn Around Received at tab by: Date Received: Condition of s} r elve l: Comment: Sample login by: Sample login Vie: DOVE N L LABORATORIES. 8910 ay, suite 200 Miramar Fl 33025 Teel( 374- 9274) Fax( - ` 9 7429) E-mail: Dove la dovelgAricAgtgZ.Ilat Web Address: dovetails oro Tel. #/Fax # Sarno lees Name: ' ,/ ° s Date Col Sampler's Signature: Turn Around Received at Lab by: Date Received: ndltion of sample(s) received: comment: Sample login by: Sample login date: CORP. AY, SU 274E dT .. AIR PJ ADDRESS: 7700 COM3RESS AVE 1119 FL 33487 : PROJECT: 11300 N.E. :fit [I AVE.. CASA i `° °t!, ECT #1 CONSULT: STEPHEN MESSY T REPORT DES. B FL PAGE DATE : 10/21/ SAMPLE ID : 0110500 Ct : 02053-0 1 PT OTFIER1 FI PE: LAYERS TAPE F1BER-GLASS 10% PAINT 02 DATE OF ANALYSTS:: 10 NERALS IPTI E-D OTHER FI: LAYERS: 01 MASTIC ZroazzttrWO SAMPLE N0.: B DATE OF ANALYSIS: 10/21/ 90 POLYMERS Bel 1 i shored or per oe of i 1 444, 1 R. endr Ramat CLIENT : AIR MD 7700 PROJECT: T: ST ASBESTOS ESS AVE 1119 EL 0 N. E, 2ND AVE . . O. (PROJECT N MESSY LAB NO. FRI /_ DESCRIPTION ASBESTOS : OTHER FIBERS : NON FIBERS FRI /`s DESCRIPTION ASBESTOS TYPE OTHER FIBERS NON FI 9274 CORP. ENTA ' ua FL 3302S 742 ST RE s, BENNIN PAGE : 2 DATE : 10/21/11 SAMPLE ID : D110500 NVLAP Lab Code: 102053-0 FRI DESCRIPTICM ASBESTOS TYPE: OTHER FI NON FIBERS YES/ND LAY : 02 WHITE -LL NONE-DETECTED 40Z CELLULOSE 40Z MINERALS 05 YES /tit LAYERS: D2 WHITE DRYWALL TAPE DETECTED CELLULOSE I S LAYERS, • 02 Y VINYL MASTIC E- DETECTED. CELLULOSE RESINS DATE IS: ltd / 10% FIBER -GLASS 1C PAINT DA LE WI. B PSIS: 10/ SAMPLE NO.. o -I F ANALYSIS: 10/21/1' Cove hid 99. client a net available by e elsctieally relates only maiden laboratory ask, reflect le Ti kept for a at y client stared to t cIranath TOW WINER DOVE ENVIRONMENTAL CORP. 01,4 P AY, SUM Pi FL 33025 y 74. CLIENT : AIR MD ESS: 7700 1 ASBESTOS TEST REPORT PAGE .3 ESS AVE 1119 TON EL 33487 DATE : 10/21/11 LE. 2ND AVE,. MIAMI SHORES , BENNIN °'9'LE IO : 0110600 PROJECT #12996) h6ESSY NVLAP Lab Code: 1020 -0 FRI/HOM DESCRIPTION ASBESTOS TYPE: OTHER FIBERS : NON FIBERS : LAB NO FRI/ DESCRIPTION 1 ASBESTOS TYPE: OTHER EI.v NON FIBERS : 07 YES /NO KITE DRYWALL . N3NE-LiETECTED CELLULOSE 7SZ MINERALS LAB TI BESTOS TYPE: OTHER FIB NON FIBERS TAPE 02 DETECTED CELL:t, .iE 40 I NERALS 09 YES LAYERS: 01 TAN VINYL MASTIC NONE St CELLULOSE RESINS B- I0I F YSIS: 10/21/11 for analysis per 6 O /R- 93/1l6s lei+ Reports will be for oiDt Count pettOrded at be reproduced by client or glee sill be stored to ed.Ploer -Tile is DOV ENVIRONMENTAL CORP AY, Sal 101 FL 33025 4 F Tl --( 426 EST REPORT AIR MO ESS: 7700 CCNGRESS AVE 1119 RATON FL 33487 PROJECT: 11 N.E. 2ND AVE., MIAMI ECT #12996) T: S 0 PHE ' SY 4 10/21/11 BENNIN SAMPLE ID : 0110500 i 10 A YES/ RIPTION : WHITE DRYWALL TYPE: q,;s4, E -DETECTED 252 CELLMOSE MINERALS L8b . 1024 - LE 02 GATE ( YSI! 10% FIBER -GLASS lE LAYERS: 02 TAPE 0_M10: 10/21/11 FRI PTI : T ESTT OTHER FIBS NON FIBERS T 4YERS: 01 tntszaessmaz; zaitz ausszas70 esn tsasszia s[ ID.nasae4n3srzetogSzsvraxtrcaYztangsgyn aza s Dove invi rto ffiS9fffi 4Sffiffi 5C Client ud available, elect relates only to penision Ups Don 012 5: 10/21/11 ACC Rartth ath 4 DOVE ENVIRONMENTAL CORP. 10 M PAR AY, 200 E 330 Tek ) 3744274 Fax (954) t 7426 AIR MD 5: 7700 C ASBESTOS ESS AVE 1119 FL 33487 PROJECT: 11300 N.E N.E. 2N0 AVE.. MINI DG. (PROJECT #12996 CONSULT: STEPHEN HAHESSY RE LAB NO. :13 FRI/Hal : YES/NO LAYEF DESCRIPTION : WHITE (*WALL ASBESTOS TYPE: NONE-DETECTED OTHER F1 : 30% CELLULOSE NON FIBERS : 60B MINERALS 4« Live :14 FRI/H(P4 YES/NO LAYERS. 02 DESCRIPTION : WHITE DRYWALL TAPE ASBESTOS TYPE: NONE-DETECTED OTHER FIBERS : 102 CELLULOSE NON FIBERS : 90: MINERALS LAB PO. :15 FRI/104 NO/YES LAYERS: 01 DESCRIPTION ASBESTOS TYPE: OTHER FI NON FIBERS : TAN VINYL MASTIC WINE-DETECTED 5% CELLULOSE 1St MINERALS 5 10/21/11 0110500 102053-0 LE NO.: B-013 ANALYSIS: 10/21/11 10% PAINT SAMPLE W.: B-014 DATE OF ANLYSIS: 10/21/11 SAMPLE NO.: B-015 DATE OF ANALYSIS: 10/21/11 RESINS lia:Z=412=2:11=====.1111VMEAMOZZAUSSZIMMOZVV112,74,2414=211111001tIMUSZCZattitataitORMtigg=4**SaltrIMOrattMatitttltelltAXIMIVIZIMSSIMIC Dove kvireniental Corporation in solely responsible for analysis panned on staple content supplied by client and althea SD CPI Part 1413 Subpart P App. RPOSOO/R-93/116. Re e neat Uncertaiety Wornation is available bY eantaatiag the Laboratory. Laboratory Reports will be kept for a period of three 13) yew electronically. Perceutagu are visually estimated. Point coot perforeed at clients request onlylesults relates only to itm analysed. This report should not be uprodoted by client or anpm with* written a:raisin Iran Dove Wirth, - al C raUen. all supine sill be stored for a perisi of 1 • Our Amatory uses varith - ni and is DRIP acondited.Ploor-Tile is non-, and results only reflect salvia g“, ent. anzgig lyst 1 Stztla=11:1:11tanialtianairaltatMatelaniMMCgratSMI=1211112213114.2Z3M4 Ijendranath Ramnath TORY CORP. DOVE EN RON ENTAL S 2 Mt FL 33029 Fax CLIENT : AIR ADDRESS PROJECT: LT ASBESTOS TEST SS AVE 1119 iTON FL 33487 RAE, AVE,, PROJECT #12 ' ESSY tT PAGE ,6 DATE : 10/21/11 IN SAMPLE ID : 0110500 02053 -0 tIPTION ESTERS TYPE: OTHER FIBERS NON FIBERS E PI 16 YES/NO LrYE WHITE IRYWALL NONE -DETECTED 2 CELLULOSE 654 MINERALS 17 YES/NO 0 LAYERS: YWALL TAPE E- DETECTED CELLULOSE 90% MINERALS FRI / DEKRIPTION ASBESTOS TYPE: 104 FIB YES LAYERS: 01 TE VINYL MASTIC POIE-DETECTED CELLULOSE MINERALS 102 PAINT B 5: SAMPLE NO.: 3 -4017 YSIS: 10/21/11 E , ATE YS S: DOVE ENVIRONMENTAL LABORATORIES. 8910 Miramar Parkway, suite 200 ramar Pi 33025 Te (954 -3744 -9274) Fax(9 394429) E-mail: Web Add ; OF < WSW DY -» A$8 S: Date : Lab ID: Total Sa mpi Samplers Na me: Date Calmed: Sampler's Signature: Turn Around (lam ): Received at Lab by; Date Received: Condition of sample(s) received : Comment: Sample login by: Sample login date: 0 DOVE ENVIRONMENTAL LABORATORIES. 10 Miramar Parkway, suite 200 Miramar r Pl 33025 T {9 -374- +9274) Fa*( 9.7429) E -mail: Sampler's Name: Sampler's Signature: Received at Lab by: Condition of sample(s) rece Sample login by: Sample login date: Pr Ju r: Project Address: e: etpet4 44i4 Potential Potential Potential A : Potential ACM: Potential ACM: '4 Potential : Potential Fri FrIi 1 Prla : a. : n ---Po, al disturbance: Y: Yes }y N: No E' §... i Prokatt Nance /N ber: 1240 Strixture Type: Potential ACM: Potential . Potential AM Potential A +l: F Po amble :Area:Co fPo F. r Area;.Con Friable: L. C ion: Legend: Y: Yes G: Good N: No F: Far iii: Moderate 6: Bad Inspector Name: d d dt d st nce: ,. disturbance: s ance: Le hi tnc: 4 Pa iACM: Potential ACM: Potent ACM: Potential ACM: 14t. 444, Fria Friable: Area: Friaabb :f Area :Co .n: Friable\ FriabW:A A Frlab :41Area :moo t; Ara: ial Potential Potential A Potential ACM: z, Friable:1ft Areaq C+andltio Potential disturbance: t, Friable: Area Area:#4 Condition: Potential disturbance: F 1 Area4 +on: Potential disturbance: ., Areal C lit POte. di bancee Area: c dition POtenti di tartar ;. V: Yes G: N: No FF 8: Bad Men Potential ACM : Potential ACM: Potential ACM: Potential ACM: ter a: ns a ten4ial disturbance it Potential disturbance tip tentiai disturbance: s... distuvl ante: °- di rbance; lAwrid Y Yes l N Id Asbestos Coins 98.6487CERT/B1 900N.N. 5TH Avenue, Fiat Lauderdale. Florida 33311 (954) 524 -7208. This is to Certify that 33r litiPP.x P.6 PR 1099 West Harbor Club Drive , Delray Deach,FL has successfully completed an English A icuilfrii ,• .r C Processed To Authenticate Certificate:" www. uiitrakting.cam 1 -800- 866 -9933 ' t 25- Apr -11 atee has dip ted th TO 27- Apr -11 far sceredention TSCA Title It 4NGfM a .+LhT4 CF`Ja17i41 •INALTSES QY LA* rd name on IJia14ti , 4!1 Of FY qR FRS IDISLElfT TATE IIPR[uortl .: S.4 1101 AXd 11i5 TAO •. ;. S p^T`1 Al Mks stets requirements of 328 tAC, (1DEM) and FI.49.000I NDAAC Provider *451 Trainer(s): James F. Stump Training Address: 900 Northwest Fifth Ave., Fort Lauderdale, Fl, 3331 Successful course completion based on exam score on: 04/27/11 This Certificate Expires: 04/26/1 26- Apr -12 awes F. Stump, Course Spo Certificate Number amuse Number 3E1 J17 fj-i- - -1T-- Th 4' Of, RINUA, STATE F , OR IDA DLPAR T OF o .: ll SS AND PRQF SSZ AL Q 199 NORTH MONROE STREET TALLAHASSEE FL 32 9.07 9 3487 850) 487' -139' DETACH HERE TDB BUS ow IS LIMN provieione 0 date: iV 30 RICK _ SCOTT :. 4 Miami Shores Village Building Department RE: Responses to Building Permit Comments Permit No: 12 -541 Job Name: Barry — Benincasa Remediation April 5, 2012 Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Provide approval from Miami Dade Fire. Contractor Response: See attached drawings; MDC Fire stamp approval dated 4/20/12 2) Provide a separate fire sprinkler permit from Miami Dade Fire. Contractor Response: See permit # 2012 - 037135 issued on 5/4/12 3) Provide approval from Miami Dade County DERM. Design Response: See attached No Permit Required Letter from MDC PERA DERM) for sanitary sewer dated 4/16/12. See MDC PERA approval stamp on plans. 4) Provide approval from Miami Dade County WASD with water and sewer allocation letters. Design Response: Not required; See attached letter dated 4/16/12 from Carlos Hernandez (PERA) MDC WASD sewer allocation letter is not required for this project due to "no net increase" as determined by PERA, and No Permit Required Letter issued by PERA. See attached MDC WASD AFA Permit Form and payment receipts for MDWASD to install new 2" water meter for chiller unit, indicating MDWASD approval of plans. 5) Provide all permit applications prior to any further review. Fence, plumbing, and electrical. Contractor Response: MSV trade permit applications submitted with 4/20/12 revision permit set and /or included with this submission. 6) Provide the soil report. Contractor Response: See attached soil reports dated 3/21/12 and 2/21/12. 7) Provide structural details for the infill areas where PTAC units are removed. This can be a separate permit but must be submitted. Contractor Response: Refer to Exterior Enclosure Revision Permit Set. This detail can be seen on S0001 and 1/A0402; permit # CC -4 -12 -655 issued on 5/2/12. 8) The reflective ceiling plan is incomplete. The copy is Tight and the different types of ceilings are shown. Provide the type of ceiling and details of the repairing fire rated ceiling (third and fourth floors) and detail of the new soffit construction. Design Response: Reflective Ceiling Plans have been created for all floors and each sheet includes a legend illustrating the ceiling types (Refer to sheets A0701.A — A0704). Ceiling details have been added to sheet A0701.A. Any new ceiling work that effects the 1 hour rated ceilings on the 3rd and 4th floor will be limited to the removal of popcorn and the addition of Knockdown and paint. All non -rated new partitions will stop at the existing rated ceiling to ensure that the rating remains continuous. Drawing Revision Descriptions are listed on the subsequent pages.) Drawing Revision Descriptions G0001 — Drawing Index was revised. A0101.A — General Notes added. Details 2 and 3 added to illustrate bump out conditions to house chilled water and condensate lines. Rated shaft at NE comer of Lounge B100A enlarged. The locations of the new bump out conditions were noted on Detail 1. A0101.B - General Notes added. Location of knee walls at Double Unit closets added. General notes added to details 2 -4. Detail 5 adjusted to show enlarged rated shaft. A0102.A - General Notes added. Rated shaft at NE comer of Lounge B200E enlarged. Chase for chilled water and condensate lines in lounge adjusted. A0102.B - General Notes added. Location of knee walls at Double Unit closets added. Detail 2 revised to reflect adjusted chase walls for chilled water and condensate lines and enlarged rated shaft. A0103.A - General Notes added. Rated shaft at NE comer of Lounge B300D enlarged. Chase for chilled water and condensate lines in lounge adjusted. A0103.B - General Notes added. Location of knee walls at Double Unit closets added. A0104 - General Notes added. Location of knee walls at Double Unit closets added. Detail 3 revised to reflect adjusted chase walls for chilled water and condensate lines and enlarged rated shaft. A0701.A — General notes expanded and added to plans. Legend for ceiling types added. Ceiling details 2 and 3 added. Soffits eliminated from rooms 8111, B115, B117, and B121. A0701.B - General notes expanded and added to plans. Legend for ceiling types added. A0702.A — New Sheet A0702.B — New Sheet A0703.A — New Sheet A0703.B — New Sheet A0704 — New Sheet C -200 — Relocation of FPL transformer, relocation of OAHU Benincasa and added perimeter fencing, and added fencing around OAHU for Kolasa C -300 — Relocation of OAHU Benincasa and added perimeter fencing, and added fencing around OAHU for Kolasa M -1A - Benincasa — demo north — Revision 1 Added duct note M -1 B - Benincasa — demo south — Revision 1 Added duct note M -2 - Site plan — Revision 1 Added drywells M -3A - Benincasa — 1st level north — Revision 1 Added drywells and OAHU -1 revised location M -3B - Benincasa — 1st level south — Revision 1 No changes — part of complete set M-4A - Benincasa — 2nd level north — Revision 1 Revised riser and relocation of FCU -2 units M-4B - Benincasa — 2nd level south — Revision 1 No changes — part of complete set M -5A - Benincasa — 3rd level north — Revision 1 Revised riser and relocation of FCU -2 units M -5B - Benincasa — 3rd level south — Revision 1 No changes — part of complete set M -6A - Benincasa — 4th level north — Revision 1 Revised riser and relocation of FCU -2 units M -6B - Benincasa — 4th level south — Revision 1 No changes — part of complete set M -7 - Benincasa risers — Revision 1 Revised pipe and duct risers per coordination M -8 - HVAC Specification — Revision 1 Revised duct insulation spec. M -9 - HVAC Schedules — Revision 1 Added notes to RTU schedules M -10 - HVAC Details — Revision 1 Revised curb note per coordination M -11 - HVAC Details — Revision 1 Added drywell detail and revised condensate drain detail M -12 - HVAC Controls — Revision 1 No changes — part of complete set M -13 - Chiller Plant — Revision 1 No changes — part of complete set M -13a - Chiller Module Embed Layout Plan — Revision 1 No changes — part of complete set E0.1: Electrical Notes, Legend, Index & Panel Schedules Revised panel schedules for MCP -HA and MCP -LA to match submittals. E1.2: Site Electrical Plan Revised pad mounted transformer location for Chiller Plant per FPL approved easement document. E3.1: Power Plans Revised disconnect size for OAHU -1 to 200A frame per submittals. Revised OAHU -1 location per mechanical plan changes. E5.1: Electrical Riser Diagram Revised service conductors and conduits size to OAHU -1. Revised disconnect size for OAHU -1 to 200A frame per submittals. Revised Schedule for Dry-type transformer to match transformer "TA" with submittals. a Florida Energy Efficiency Code For Building Construction EnergyGauge Summit® Fla/Com -2010, Effective. Date: March 15, 2012 -- Form 506 -2010 Prescriptive Compliance for Renovations, Occupancy Change, etc. PROJECT SUMMARY Short Desc: Existing Dorm Description: Barry University Benincasa 1 Owner: Barry University Addressl: 140 N.W. 115 Street City: Miami Shores Address2: Enter Address here State: Florida Zip: 0 Type: Dormitory Class: Renovation to existing buildi Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 34290 SF Conditioned & UnConditioned Area: 34290 SF No of Stories: 3 Area entered from Plans 38320 SF Permit No: 0 Max Tonnage 100 If different, write in: 3/26/2012 auk_N/e_r -57 4-.) l.G4< S EnergyGauge Summit® FIa/Com- 2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 1 of 7 Compliance Summary Component Design Criteria Result RENOVATED ENVELOPE PRESCRIPTIVE LIGHTING POWER LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? 11,250.0 PASSES 37,719.0 PASSES PASSES None Entered PASSES PASSES None Entered PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 2 of 7 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Reg No: Electrical Designer: Reg No: Lighting Designer Reg No: Mechanical Designer: Reg No: Plumbing Designer. Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA.tm3) Prescriptive Envelope Compliance Item Zone Description Design Criteria Meet Req. Glass PrOZo 1 Percent glass Max allowed .000 50.000 Yes Skylights PrOZol Percent Skylight Max allowed .000 5.000 Yes Meets Shell Envelope Requirements -- PASSES 3/26/2012 EnergyGauge Summit) Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 3 of 7 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sqft or ft) None Project: Existing Dorm. Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL_MIAMI_OPA LOCKA.tm3) Lighting Power Compliance Space Ashrae Description Area Height No. of Design Effective Allowance ID (sq.ft) (ft) Spaces (W) (W) (W) PrOZo 1 Sp2 7,001 Dormotory Living Quarters 34,290 25.0 1 11250 11250 37,719 Design : 11250 (W) Effective: 11250 (W) Allowance: 37719 (W) Passing requires Design to be at most 100% of Criteria PASSES Project Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design Min Compli- CP CP ance PrOZolSp2 7,001 Dormotory Living Quarters 34,290 130 4 PASSES PASSES 3/26/2012 EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 4 of 7 Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA.tm3) PrOSyl System 1 System Report Compliance Constant Volume Two Pipe Fan -Coil Built-up System No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Handling System - Supply Compliance Not Applicable Air Handler (Supply) - Constant Volume 0.80 0.82 PASSES PASSES PrOSy2 System 2 Constant Volume Packaged System -902 No. of Units 2 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria Fiance Cooling System Air Handling System - Supply Air Conditioners Air Cooled 240000 to 760000 Btu/h Cooling Capacity Air Handler (Supply) - Constant Volume 1 0.00 10.00 10.20 10.10 PASSES 0.80 0.82 PASSES PASSES Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI,OPA LOCKA.tm3) Plant Compliance Description Installed Size Design Min Design Min Category No Eff Eff IPLV IPLV Comp Hance Open centrifugal, chiller 1 Cooling Tower 1 100 6.2 5.5 7.8 5.9 Water Chilling Pkg PASSES Centrifugal) Elec. Operated Water Cooled 300 Tons 0 38.3 38.2 Open Cooling Tower - PASSES Propeller Fan PASSES 3/26/2012 EnergyGauge Summit® FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 5 of 7 EnergyGauge Summit@ FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 6 of 7 Water Heater Compliance D Design Min Design Max Comp Description Type Category Eff Eff Loss Loss fiance None Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI_OPA LOCKA.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Reg Ins Compliance inches] Rnnout? Temp (Btu-in/hr Thick [in] Thick [in] F] .SF.F] Cooling Systems (Chilled Water, Brine 0.25 False 45.00 0.28 2.00 0.50 PASSES and Refrigerant) PASSES EnergyGauge Summit@ FIa/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 6 of 7 Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Report 506.4.2 Operations Manual 303.3.1, 503.2.9.3, 505.7.4.2 Windows & Doors 502.3.2 Joints/Cracks 502.3.3 Dropped Ceiling Cavity 502.3 HVAC Efficiency 503.2.3 HVAC Controls 503.2.4 Ventilation 503.2.5 ADS 503.2.7.5 HVAC Ducts 503.2.7 Balancing 503.2.9.1 Piping Insulation 503.2.8 Water Heaters 504 Swimming Pools 504.7 Motors 505.7.5 Lighting Controls 505.2, 502.3 Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfin/ft2; all other products: 0.3 cfin/ft2 4/4 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls 14/4 Minimum efficiencies: Tables 503.2.3(1) -(8) Zone controls prevent reheat ( exceptions); separate thermostatic control per zone; Outdoor air supply & exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems Exceptions). Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power limitations. HVAC distribution system(s) tested & balanced. Report in construction documents. HAC and service hot water. In accordance with Table 503.2.8. Performance requirements in accordance with Table 504.2. Heat trap required. 0 /q Vapor - retardant or liquid cover or other means proven to reduce heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. 1t /A Motor efficiency criteria have been met Check Automatic control required for interior lighting in buildings >5,000 ED s.£; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W 14/A 3/26/2012 EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 7 of 7 EnergyGauge Summit® v4.00 INPUT DATA REPORT Project Name: Project Title: Address: Project Information Existing Dorm Barry University Benincasa HVAC System Revision 140 N.W. 115 Street Enter Address here State: Florida Zip: 0 Owner: Barry University Orientation: North Building Type: Dormitory Building Classification: Renovation to existing building No.of Stories: 3 GrossArea: 34290 SF Zones No Acronym Description 1 PrOZol Zone 1 Type CONDITIONED Area sf] 34290.0 Multiplier 1 Total Area sf] 34290.0 Spaces No Acronym Description Type Depth ft] Width ft] Height Multi Total Area Total Volume ft] plier [sf] [cf] 3/26/2012 EnergyGauge Summit® v4.00 1 In Zone: PrOZol 1 PrOZo1Sp2 Zo0Sp2 Dormotory Living Quarters 45.00 762.00 25.00 1 34290.0 857250.0 No Type Category • Lighting No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: PrOZolSp2 1 Compact Fluorescent General Lighting 150 75 11250 ManualOn/Off Walls 130 No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R -Value ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [lb /cf] [h.sf.F/Btu] Btu/sf.F] In Zone: Windows No Description In Zone: In Wall: Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area ft] [ft] plier Isf] Btu/hr sf F] Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value ftl [ft] plier [sf] [Btu/hr. sf. F] [lb/eft [Btu/sf. F] [h.sf.F/Btu] In Zone: In Wall: 3/26/2012 EnergyGauge Summit® v4.00 2 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value ft] [ft] plier [sf] [deg] [Btu/hr. Sf. F] [Btu/sf. F] [Ib /cfJ [h.sf.FBtu] In Zone: Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] ft] [ft] [Sf] [Sf] In Zone: In Roof: Floors No Description Type Width H ( Effec) Multi Area Cond. Heat Cap. Dens. R -Value ft] [ft] plier [sf] [ Btu/hr. sf. F] [Btu/sf. F] [lb /cf] [h.sf.FBtu] In Zone: Systems PrOSyl System 1 Constant Volume Two Pipe Fan -Coil No. Of Units 1 Built -up System Component Category 1 Cooling System 2 Air Handling System - Supply Capacity Efficiency IPLV 1200000.00 30000.00 0.80 3/26/2012 EnergyGauge Summit® v4.00 3 PrOSy2 System 2 Constant Volume Packaged No. Of Units 2 System --902 Component Category 1 Cooling System 2 Air Handling System - Supply Capacity Efficiency 438000.00 10.00 5000.00 0.80 IPLV 10.20 Plant Equipment Category Size Inst.No Eft. IPLV 1 Open centrifugal, chiller 2 Cooling Tower Cooling Equipment Cooling Equipment 100.0 [Tons] 1 6.20 [COP] 38.30 7.80 11 0 Water Heaters W- Heater Description Capacit3Cap.Unit VP Rt. Efficiency Loss No. of Watts per Area/Len/No. of units Control Type Luminaires Luminaire [sf/ft/No] Piping No Type Operating Insulation Nomonal pipe Insulation Is Runout7 Temperature Conductivity Diameter Thickness F] [ Btu- in/h.sf.F[ [in] [in] 1 Cooling Systems (Chilled Water, Brine and 45.00 0.28 0.25 2.00 No Refrigerant) 0 3/26/2012 EnergyGauge Summit® v4.00 4 Materials Used Mat No Acronym Description Only R Value RValue Thickness Conductivity Density SpecificHeat Btu/h.ft.F] [Ib /cf] [Btu/Ib.F] Used [h.sf.FBtu] [ft] Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btuisf.F] [lb /cf] [h.sf.F/Btu] Layer Material Material No. Thickness Framing ft] Factor 0 3/26/2012 EnergyGauge Summit® v4.00 5 Profiles 0 0 No Classification 201 People 202 Lighting 203 Infiltration 501 204 205 206 207 208 1,001 1,002 1,003 No Classification 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 202 Set Point 55 201 Set Point 99 2 Fractional Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule Equipment Sources HeatTemp CoolTemp Hot Water Schedule Heating Schedule Cooling Schedule Fan Operation Sche 501 ACM - NonRes 201 People 202 Lighting 203 Infiltration 204 Equipment 205 Sources 206 HeatTemp 207 CoolTemp 208 Hot Water Schedule 1,001 Heating Schedule 1,002 Cooling Schedule 1,003 Fan Operation Sche ACM Nonres 519 ACM Nonres People 507 ACM Nonres Lights 516 ACM Nonres infiltration 510 ACM Nonres Equipment 2 Fractional Null Schedule 501 ACM Nonres Heating 504 ACM Nonres Cooling 522 ACM Nonres Hot Water 410 Always ON 410 Always ON 513 ACM Nonres Fans 3/26/2012 EnergyGauge Summit® v4.00 6 Schedules 1 1 On/Off ON -OFF Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr1 ShHrl ShHr1 ShHr1 ShHr1 ShHr1 ShHr1 ShHr1 2 2 Fraction Fractional Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 44 44 Absolute SetPt78 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr179 ShHrl 79 ShHrl 79 ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 45 45 Absolute Set Point 70 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 201 201 Absolute Set Point 99 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 202 202 Absolute Set Point 55 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 3/26/2012 EnergyGauge Summit® v4.00 7 410 410 On /Off Always ON Hourly Sch. for: Monday 12/31/1989 ShHr410 501 501 Hourly Sch. for: Monday 12/31/1989 ShHr501 504 504 Hourly Sch. for: Monday 12/31/1989 ShHr504 Tuesday Wednesday ShHr410 ShHr410 Thursday Friday ShHr410 ShHr410 Absolute ACM Nonres Heating Tuesday Wednesday Thursday ShHr501 ShHr501 ShHr501 Absolute ACM Nonres Cooling Tuesday Wednesday Thursday ShHr504 ShHr504 ShHr504 507 507 Fraction ACM Nonres Lights Hourly Sch. for: Monday 12/31/1989 ShHr507 510 510 Hourly Sch. for: Monday 12/31/1989 ShHr510 Tuesday ShHr507 Wednesday Thursday ShHr507 ShHr507 Friday ShHr501 Friday ShHr504 Friday ShHr507 Fraction ACM Nonres Equipment Tuesday Wednesday Thursday ShHr510 ShHr510 ShHr510 513 513 On /Off ACM Nonres Fans Hourly Sch. for: Monday 12/31/1989 ShHr513 516 516 Hourly Sch. for: Monday 12/31/1989 ShHr516 Tuesday Wednesday Thursday ShHr513 ShHr513 ShHr513 Fraction ACM Nonres Infiltration Tuesday ShHr516 Wednesday Thursday ShHr516 ShHr516 Friday ShHr510 Friday ShHr513 Friday ShHr516 Saturday Sunday ShHr410 ShHr410 Saturday ShHr502 Saturday ShHr505 Saturday ShHr508 Saturday ShHr511 Holiday ShHr410 Sunday Holiday ShHr503 ShHr503 Sunday Holiday ShHr506 ShHr506 Sunday Holiday ShHr509 ShHr509 Sunday Holiday ShHr512 ShHr512 Saturday Sunday ShHr514 ShHr515 Holiday ShHr515 Saturday Sunday Holiday ShHr517 ShHr518 ShHr518 3/26/2012 EnergyGauge Summit® v4.00 8 519 519 Fraction ACM Nonres People Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr519 ShHr519 ShHr519 ShHr519 ShHr519 ShHr520 ShHr521 ShHr521 522 522 Fraction ACM Nonres Hot Water Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr522 ShHr522 ShHr522 ShHr522 ShHr522 ShHr523 ShHr524 ShHr524 1,001 1,001 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHr10001 1,002 1,002 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 1,003 1,003 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 3/26/2012 EnergyGauge Summit® v4.00 9 Hourly Schedules Id Acronym Type Values Hours 1 thru 8 Hours 9 - 16 Hours 17 - 24 1 ShHr1 On /Off OFF OFF OFF OFF OFF OFF OFF OFF On-Off Null Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 2 ShHr2 Fraction 0 0 0 0 0 0 0 0 Fraction Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ShHr3 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 ShHr179 Absolute 78 78 78 78 78 78 78 78 Set point 78 F All Day 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 180 ShHr180 Absolute 70 70 70 70 70 70 70 70 Set Point 70 F All Day 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 201 ShHr201 Absolute 99 99 99 99 99 99 99 99 Set point 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 202 ShHr202 Absolute 45 45 45 45 45 45 45 45 Set Point 55 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 410 ShHr410 On /Off ON ON ON ON ON ON ON ON Always On schedule ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON 411 ShHr411 On /Off OFF OFF OFF OFF OFF OFF OFF OFF Always Off Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 412 ShHr412 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week Day Summ4 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 0.03804 3/26/2012 EnergyGauge Summit® v4.00 10 413 ShHr413 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 Florida Avg. Week Day Winter 0.0686 0.0686 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 414 ShHr414 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Summt 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 415 ShHr415 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Winter 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 501 ShHr501 Absolute 60 60 60 60 60 65 65 70 ACM Nonres Heating Weekda! 70 70 70 70 70 70 70 70 70 70 65 60 60 60 60 60 502 ShHr502 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Saturday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 503 ShHr503 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Sunday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 504 ShHr504 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Weekday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 505 ShHr505 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Saturday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 506 ShHr506 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Sunday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 507 ShHr507 Fraction 0.05 0.05 0.05 0.05 0.1 0.2 0.4 0.7 ACM Nonres Lights Weekday 0.8 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8 0.35 0.1 0.1 0.1 0.1 0.1 508 ShHr508 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.15 0.25 ACM Nonres Lights Saturday 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.1 0.1 0.1 0.1 0.1 0.1 509 ShHr509 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.15 ACM Nonres Lights Sunday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.05 0.05 0.05 0.05 510 ShHr510 Fraction 0.15 0.15 0.15 0.15 0.15 0.2 0.35 0.6 ACM Nonres Equipment Week 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.65 0.45 0.3 0.2 0.2 0.15 0.15 0.15 3/26/2012 EnergyGange Summit® v4.00 11 511 ShHr511 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Saturn 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 512 ShHr512 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Sunds 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 513 ShHr513 On /Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF OFF 514 ShHr514 On /Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Saturday ON ON ON ON ON ON ON OFF OFF OFF OFF OFF OFF OFF OFF OFF 515 ShHr515 On /Off OFF OFF OFF OFF OFF OFF OFF OFF ACM Nonres Fans Sunday OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 516 ShHr516 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Weekc 0 0 0 0. 0 0 0 0 0 0 0 0 1 1 1 1 517 ShHr517 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Saturd 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 518 ShHr518 Fraction 1 1 1 1 1 1 1 1 ACM Nonres infiltration Sunda 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 519 ShHr519 Fraction 0 0 0 0 0.05 0.1 0.25 0.65 ACM Nonres People Weekday 0.65 0.65 0.65 0.6 0.6 0.65 0.65 0.65 0.65 0.4 0.25 0.1 0.05 0.05 0.05 0 520 ShHr520 Fraction 0 0 0 0 0 0 0.05 0.15 ACM Nonres People Saturday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.05 0.05 0 0 0 0 521 ShHr521 Fraction 0 0 0 0 0 0 0 0.05 ACM Nonres People Sunday 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0 0 522 ShHr522 Fraction 0 0 0 0 0.1 0.1 0.5 0.5 ACM Nonres Hot Water Weeks 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 523 ShHr523 Fraction 0 0 0 0 0 0 0.1 0.2 ACM Nonres Hot Water Saturc 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0 0 0 0 3/26/2012 EnergyGauge Summit® v4.00 12 524 ShHr524 Fraction 0 0 0 0 0 0 0 0.1 ACM Nonres Hot Water Sunda 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 11414tft ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1#### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Wit ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ri Z rT CA Fr m Ei ac Z .0 a G± P IT I Pfl O i P D i c 0 z z 3/26/2012 EnergyGauge Summit@ v4.00 13 Right -Suite Commercial Load Calculation Typical Dorm Room Job: March 23, 2012 Project Information For: Barry Existing Dorms Zone: Typical Dorm Room (Fc.v - ) LWH: 325.0 x 1.0 x 8.5 1. DESIGN CONDITIONS - COOLING ( Jul 1800 ) Dry Bib RH Moisture Range Wet Blb Outdoor Conditions -> 91 53 11 77 Indoor Conditions -> 75 50 63 TOD Correction -> 2 Difference 16 51.8 2. GLAZING SOLAR HEAT GAIN (Lat = 25.82 °N , Const Wt = M) Mult = 1.0 ] - Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ 1 n 0 90 -- N 0.80 0.75 0.0 0 GLAZ 1 s 0 90 --- N 1.00 0.94 0.0 0 GLAZ 1 e 0 90 --- N 1.00 0.94 0.0 0 GLAZ 1 w 15 90 --- N 0.80 0.75 86.5 1298 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uvai Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 1.040 17.4 N - 0 GLAZ 1 s 0 0 1.040 17.4 N - 0 GLAZ 1 e 0 0 1.040 17.4 N 0 GLAZ 1 w 15 15 1.040 17.4 N 271 WALL 1 n 0 0 0.377 C 20.4 N D 0 WALL 1 s 0 0 0.377 C 20.9 N M 0 WALL 1 e 0 0 0.377 C 30.3 N M 0 WALL 1 w 135 120 0.377 C 29.4 N D 1330 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 15.7 - 0 ROOF 1 325 325 0.060 RC-8 44.4 - D 866 Right -Suite Commercial 5.8.21 RSC50965 H:1Drawingsl Erconlwrightsoit HVAC1Bany Exist Dorms.rsc 2012- Mar-22 09:20:59 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh/prsn Btuh/prsn Dorm 0 2 2 230 190 460 380 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W/ft2 W W Btuh/W fract Fluorescent 0.50 0 163 4.10 1.0 666 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule tK Btuh Btuh ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 t2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule #/ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff x Moist. Diff 15.7 x 1.10 51.8 x 0.69 0 0 6. SUBTOTAL COOLING LOAD FOR SPACE 4892 380 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 4892 L 8 Sens ) / (Xfer x Supply TO ) = cfm Est Cooling cfm = ( 4892) / ( 1.10 x 23.0 ) = 193 Actual Cooling Fan > = 668 Right -Suite Commercial 5.8.21 RSC50966 2012- Mar -22 0920:59 H:1DrawingkEncon1Wrightsoft HVACVBarry Exist Dorms.rsc Page 2 9. VENTILATION 0 cfm > x db Temp Diff x Moist. Diff 15.7 x 1.10 0 51.8 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Une 3 ( -) 0 666 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 4892 380 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 46) = 24 Mult = 1.0 ) - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 0 0 1.100 GLAZ 1 s 0 0 1.100 GLAZ 1 e 0 0 1.100 GLAZ 1 w 15 15 1.100 WALL 1 n 0 0 0.377 WALL 1 s 0 0 0.377 WALL 1 e 0 0 0.377 WALL 1 w 135 120 0.377 PART 1 0 0 0.405 FLOR 1 0 0 0.280 ROOF 1 325 325 0.060 HTD 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 Loss 0 0 0 396 0 0 0 1086 0 0 468 15. INFILTRATION 14 cfm x db Temp Diff 24.0 x 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 364 2314 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Une 16 Loss 0 18. VENTILATION 0 cfm x db Temp Diff 24.0 x 1.10 19. HUMIDIFICATION Inside RH desired of Glazing panes 32.0 (Max 1.0 (Max 14 cfm x 1.48 g /100cfm /d 32.0 for 1 pane 52.0 for 2 pane 0.2 gpd 75 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:1 DrawingsLEncon1Wrightsoft HVAC Barry Exist Dorms.rsc 2012 - Mar -22 09:20:59 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 2389 Right-Suite Commercial 5.8.21 RSC50966 H:1Drawings4 Encon Wrightsoft HVAC18arry Exist Dorms rsc 2012 - Mar -22 09:20:59 Page 4 q Right -Suite Commercial Load Calculation Typical Lounge Job: March 23, 2012 Project ',information For: Barry Existing Dorms Zone: Typical Lounge (Ft - 2) LWH: 325.0 x 1.0 x 8.5 1. DESIGN CONDITIONS - COOLING ( Jul 1800 ) Outdoor Conditions Indoor Conditions TOD Correction Difference Dry Bib RH Moisture Range Wet Bib 91 53 11 77 75 50 63 2 16 51.8 2. GLAZING SOLAR HEAT GAIN (Lot = 25.82 °N , Const Wt = M ) Mult = 1.0 ] - Type Orien Area Tilt ShdF lntShd SCMult SC Sens /A Sens GLAZ 1 n 0 90 - N 0.80 0.75 0.0 0 GLAZ 1 s 0 90 --- N 1.00 0.94 0.0 0 GLAZ 1 e 0 90 -- N 1.00 0.94 0.0 0 GLAZ 1 w 30 90 N 0.80 0.75 86.5 2596 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 1.040 17.4 N - 0 GLAZ 1 s 0 0 1.040 17.4 N - 0 GLAZ 1 e 0 0 1.040 17.4 N - 0 GLAZ 1 w 30 30 1.040 17.4 N - 543 WALL 1 n 0 0 0.377 C 20.4 N D 0 WALL 1 s 0 0 0.377 C 20.9 N M 0 WALL 1 e 0 0 0.377 C 30.3 N M 0 WALL 1 w 288 258 0.377 C 25.3 N M 2463 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 15.7 - 0 ROOF 1 625 625 0.060 RC-8 44.4 D 1665 Right-Suite Commercial 5.821 RSC50966 2012- Mar -22 09:20:59 H:1Drawfngsl Enconlwrightsoft HVAC1Barry Exist Dorms.rsc Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh/prsn Btuh /prsn Dorm 0 10 10 230 190 2300 1900 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W BtuhNV fract Fluorescent 1.50 0 488 4.10 1.0 1999 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule #/ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 15.7 x 1.10 0 x Moist. Diff 51.8 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 11566 1900 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 S. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 11566 L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 11566) / ( 1.10 x 23.0 ) = 457 Actual Cooling Fan > = 1579 Right -Suite Commercial 5.6.21 RSC50966 2012- Mar-22 09:20:59 H Wrawingsl Encon\Wrightsoft HVAC1Barry Exist Dorms rsc Page 2 9. VENTILATION 0 cfm > x db Temp Diff x Moist Diff 15.7 x 1.10 0 51.8 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W) • 0 1999 RA Roof Load from Line 3 ( +) 0 RA Ceiling Load Credit from Line 3 ( -) 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 11566 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) 70 - 46) = 24 14. TRANSMISSION LOSSES Mult = 1.0 ) - Type Expos GrArea NetArea Uvai HTD Loss GLAZ 1 n 0 0 1.100 24.0 0 GLAZ 1 s 0 0 1.100 24.0 0 GLAZ 1 e 0 0 1.100 24.0 0 GLAZ 1 w 30 30 1.100 24.0 792 WALL 1 n 0 0 0.377 24.0 0 WALL 1 s 0 0 0.377 24.0 0 WALL 1 e 0 0 0.377 24.0 0 WALL 1 w 288 258 0.377 24.0 2334 PART 1 - 0 0 0.405 24.0 0 FLOR 1 - 0 0 0.280 24.0 0 ROOF 1 625 625 0.060 24.0 900 15. INFILTRATION Loss 14 cfm x db Temp Diff 24.0 x 1.10 364 16. SUBTOTAL HEATING LOAD FOR SPACE 4391 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 0 cfm x db Temp Diff 24.0 x 1.10 0 19. HUMIDIFICATION Inside RH desired of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 14 cfm x 1.48 g/100cfm /d = 0.2 gpd 75 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right -Suite Commercial 5.8.21 RSC50966 H:iDrawingst &xxniWrightsof HVACIElarry Exist Darms.rsc 2012- Mar -22 0920:59 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT ()Ruh) IL #:C(j)L4') APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. SUBJECT TO COMPLIt....t. •i di ALL FEDERA. STATE AND COUNTY RULES AND , 4466 Right-Suite Commercial 5.821 RSC50966 HADrawlegsl_Encon1Wrightsolt HVAC1Barry Exist Dorms.rsc 2012-Mar-22 00:2059 Page 4 4 • Air Conclitioning People Since 1936 Hill York 2125 S 'Andrews 'Avenue • Fort Lauderdale FL 33315 Ph 954 525 4200 • Fx 954 763 7548 Cooling Tower Make Up & Bleed Calculations Jobname: Barry University Basic Parameters Recirculation Rate R Design Temperature delta T Drop Across Tower Cycles of concentration c Drift Losses D Leakage Losses L Evaporation Rate e Load Factor When Operating LF Operating Hours per Day hpd Operating Days per Week dpw Operating Weeks per Year wpy 900 8 7.0 0,005% 0,001% 0.100% 60% 18 52 gallons per minute degrees Fahrenheit as a default value, use 10 Specify value (5 to i typically use 0.00005 (0.005 %) typically use 0.00001 (0.001%) typicaly use 0.001 (0.1%) example, enter 80% as 0.80 hours days weeks Over a 12 Month Period, These are the Daily Averages Makeup Water Rate MW 4,838 gallons per day (average) Evaporation Rate E 4,147 gallons per day (average) Bleed Rate 8 639 gallons per day (average) Drift Loss estimate 0 43 gallons per day (average) Leakage Loss estimate 1 9 gallons per day (average) E = 4,147 MW = 4,838 60% R = 1,296,000 gallons/day B = 839 Check that these pairs are equal: MW = 4,838 MW /(B +D +L) = 7 E +B+D+L = 4,838 c = 7 page 1of 1 Cooling tower Bleed Calculations.xls Note: Based on the above calculations for the new 300 ton cooling tower system the maximum required domestic make up water is 4,838 gallons per day. The required maximum discharge from the cooling tower to the sanitary drain is 639 gallons per day. 3/22/2012 tllllllidi! oERT by 4/ N o r n• 0 •."1.% .* . iiisleilioo \1\'' ROBERT W. L.AhrtK IT, P.E 8 fi 41072 SEAL / SIGNATURE / DATE oc 4 1„ . DRRRELRERGER engineering & testing, inc. www .dunkelberger- engineering.com Fort Lauderdale Lakeland Port Saint Lucie Sarasota West Palm Beach PRIVILEGED AND CONFIDENTIAL ATTORNEY WORK PROJECT Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Senior Project Manager Subject: Foundation Settlement Performance Evaluation Existing Benincasa and Kolassa Hall Remediation Miami Shores, Florida Project No. FTL -12 -0918 (BG 41.1) Ladies and Gentlemen: INTRODUCTION February 21, 2012 1 HAY 1 7 7.52 C &l C J The perimeter load bearing masonry walls of the above captioned residence halls have sustained moderate to widespread cracking since the structures were built (Benincasa construction drawings dated October 12, 2004 and Kolassa drawings dated April 19, 2001). Crack orientations of the walls are mainly inclined and stairstep and the crack widths vary from negligible (hairline less than 0.1 millimeter) to slight (5 millimeters). While the cracks are not of structural concern, they do affect the building's ability to restrict moisture intrusion. We understand that a remedial investigation to identify appropriate measures for correcting the moisture intrusion issues will soon be initiated. The role of foundation settlement as a contributor to the cracking of the masonry is one key consideration in the forthcoming remedial investigation. Another consideration is the potential for continued foundation settlement to occur after the repair measures have been made. STRUCTURES AND FOUNDATIONS Both residence halls range from three to four stories in height, have poured in place columns and slabs, perimeter load bearing masonry walls and prefabricated wooden roof trusses that are covered with concrete tiles. The roofs of the structure are of the hip type with no perimeter system of gutters and downspouts. Runoff from the roofs discharges along the edges of the structures. State of Florida Board of Professional Engineers Authorization No. 6870 Toll -Free: (877) 643 -6832 Moss & Associates Project No. FTL -12 -0918 (BG 41.1) February 21, 2012 Page 2 A shallow foundation system consisting of conventional spread footings supports both buildings. The foundations for Benincasa Hall were designed for an allowable bearing pressure of 2500 pounds per square foot (psf). A slightly higher bearing pressure of 3000 psf was used to proportion the footings for Kolassa Hall. The footings that support the exterior walls of both residence halls are 30 inches wide by 12 inches thick. SUBSURFACE CONDITIONS Subsurface conditions in each residence hall area were explored with five Standard Penetration Test borings that extended to a depth of not less than 20 feet below grade. Except for the soils in the upper 2 ± feet of the stratigraphic profile, the borings chiefly encountered loose fine to medium sands (average relative density estimated to be 38 percent) that changed to medium dense near the 20 -foot depth. The upper 2 + feet of the profile components were mostly medium dense perhaps as a result of past construction activities (e.g. pavement construction) or traffic from maintenance vehicles. Groundwater levels were reported to be at 11 to 12 feet beneath the prevailing grades. The aforedescribed conditions are very similar to those which we found at the new residence hall site. Subsoil preparation recommended for Kolassa Hall was to include excavation of the building area plus a six foot wide perimeter margin to six feet below grade, compaction of the excavation bottom soils to achieve 98 percent compaction (based on the ASTM D 1557 test) and replacement of the previously excavated soil in layers each of which was to be compacted to 98 percent of the ASTM D 1557 maximum dry density. Subsoil preparation specified for Benincasa Hall was static rolling of the stripped grade in the building area using a compactor with a gross weight of not less than 20 tons Use of static rolling apparently was prompted by a concern for undesirable construction vibration impacts on nearby structures. FOUNDATION SETTLEMENT Types of Settlement The principal type of foundation settlement experienced by substructures resting on granular soil deposits is elastic compression. This type of settlement occurs when the soils influenced by the foundation stresses undergo straining which compresses the soil mass. Elastic compression normally occurs as rapidly as the foundation loads are applied and is often complete a short time after the full dead and sustained live loads of a structure are imposed. A second type of foundation settlement, and one that is restricted to dry soil masses, is hydroconsolidation. This occurs when the dry soil is subjected to saturation which both lubricates its grains and increases its self weight. Lubrication of the soil grains causes a loss of interparticle friction and slippage of the grains into a tighter state of packing under the increased weight of the soil mass. Hydroconsolidation is independent of substructure stresses imposed on the soil but directly related to the soil's relative density. Testing of fine sands at differing relative density shows strains (i.e. loss of sample height over original sample height) as high as two percent of the sample thickness at a relative density of 50 percent and a DUNKBLBBRGER Moss & Associates Page 3 Project No. FTL -12 -0918 (BG 41.1) February 21, 2012 straight line trend to zero at a relative density of 85 percent. The straight line trend also appears to hold for fine sands with relative densities less than 50 percent. The time frame for hydroconsolidation follows no predictable path. Limitations on Settlement Foundation designs tend to limit the total settlement of the most heavily loaded wall or column footing to a maximum of one inch. For a majority of structures, this assures that the differential settlement between adjacent foundations will not be more than three quarter inch and angular distortion (i.e. a measure of differential movement between two adjacent points separated by a given horizontal distance) of not more than 1 in 350. Limitations on angular distortion are also placed on load bearing walls. For load bearing concrete block walls with length to height ratios of the type represented by the two residence halls, the allowable angular distortion is 1 in 1250 (i.e. roughly 0.25 inch of downward deflection over a length of 26 feet). ESTIMATED FOUNDATION SETTLEMENT Benincasa Hall The elastic settlement for the 30 -inch wide wall footing with a contact pressure of 2500 pounds per square foot resting on loose sandy soils with an average relative density of 38 percent was estimated using recognized geotechnical engineering principles. No benefit of decreased compressibility was accorded to the soils due to the static compaction performed prior to the foundation construction since that effort was deemed totally ineffective in producing any significant improvement. The total settlement estimated for this condition was 0.4 inch and the maximum differential settlement 0.3 inch (i.e. three quarters of the total settlement). Case history experience available in geotechnical engineering publications relating angular distortion to maximum differential settlement indicates that this magnitude of differential settlement could produce an upper bound angular distortion of 1 in 600. This is greater than the allowable value of 1 in 1250 and could explain the non - structural cracking that has occurred in the exterior masonry block walls of this building. Based on a presumptive relative density of 38 percent, the hydroconsolidation settlement potential for the loose, dry sandy soils is about three percent, or about 0.36 inch of settlement per vertical foot of dry soil. This would translate into somewhat less than four inches of settlement for the 10 feet of loose dry soil that exist beneath the foundation bottoms. However, the performance of the exterior wall footings indicates that this magnitude of subsidence has not occurred. Kolassa Hall Elastic compression settlement of the exterior wall foundations was also estimated for this residence hall. It was assumed that the foundations rested on sandy soils with a relative density of 65 percent to account for the improvement gained from the undercutting, in -situ densification and compacted replacement. The maximum total settlement induced for this condition by a 30 -inch wide continuous footing with a contact pressure of 3000 psf was about DUNKBLBBRGBR Moss & Associates Page 4 Project No. FTL -12 -0918 (BG 41.1) February 21, 2012 0.2 inch. Maximum differential settlement was estimated to be 0.15 inch. Maximum angular distortion for this magnitude of differential settlement would be about 1 in 1250 based on the case history experience. Whereas the evaluation suggests that the angular distortion criterion was satisfied, it does not account for possible deficiencies in workmanship that occurred during the soil preparation activities and which produced slightly greater angular distortion of the masonry walls than suggested by the analysis. The hydroconsolidation settlement potential for the unimproved sandy soils that exist from two feet below the bottom of the former undercut to the ambient water table is somewhat less than 1.5 inches. Once again, the actual performance of the foundations suggests this magnitude of settlement has not been sustained. CONCLUSIONS AND RECOMMENDATONS Results of this evaluation show that differential settlements sustained by the exterior wall foundations of the two residence halls, while admittedly small, likely produced angular distortions which caused the unit masonry to crack. While the cracking is non - structural in nature, it affects the moisture intrusion protection afforded by the building envelope. We believe that the majority of the foundation settlement that contributed to cracking of the masonry units is of the elastic compression type. Further settlement of the foundations due to this mechanism is unlikely to occur. Given the deep water table and loose soil conditions that characterize the residence hall sites, we believe that the potential exists for additional settlement of the exterior wall footings of the structures to occur as a result of hydroconsolidation caused by stormwwater runoff from the roofs. Therefore, in the abundance of caution, we recommend that the roofs of both residence halls be furnished with gutters that are capable of capturing the runoff. Down spouts from the gutters should be directed to soakage pits located well away from the buildings where the stormwater can be disposed of in the granular subsoils. oOo We trust that the information presented in this report is clear and understandable. Should it require any clarification or amplification, please fee fret o contact Mr. Thomas J. Tepper, P.E. at 954- 730 -9114. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. 44•Ak4V443 -rr Jaime Velez, P.E. Project Manager FL. Registration No. 66416 cc: Addressee (3)... via email and U.S. mail DUNKBLBBBGBB Carlos A. Gimenez, Mayor April 16, 2012 MCMETT It III HAY 1 7 2 =,a CC125-I Mr. Michael Schwartz, P. E. Kimley -Horn and Associates 1221 Brickell Avenue, Suite 400 Miami, FL 33131 Permitting, Environment and Regulatory Affairs Environmental Services 11805 SW 26th Street, Ste. 124 Miami, Florida 33175 -2474 T 786 -315 -2800 F 786 -315 -2919 RE: Barry University - Existing Benincasa Hall Remediation -Water Chiller Plan NW 2nd Avenue and NW 115 Street Miami Shores, Fl NPRS - 2012 -007 Dear Mr. Schwartz: miamidade.gov This is to acknowledge that we have evaluated the scope of your project, for a permit to construct a wastewater collection/transmission system. X) At this time no Wastewater Permit is required for your project by the Department of Permitting, Environment and Regulatory Affairs (PERA) Water and Wastewater Engineering Section. Any modification in your plans should be submitted for review, as changes may result in permits being required. This letter does not relieve you from the need to obtain any other permits (local, state or federal), which may be required. This determination has been done on the basis of the following information presented by the applicant: Construction plans entitled "Barry University - Existing Benincasa Hall Remediation -Water Chiller Plan", consisting of two (2) sheets identified as Sheet Number C -100, and Sheet Number C -200„ signed and sealed by Mr. Michael Schwartz, P. E. a Licensed Professional Engineer registered in the State of Florida, as P. E. No. 56200 and dated on April 05, 2012. These drawings show that the construction consists of the connection of the proposed chiller units on the subject property to the public sanitary sewer system via a 6 -inch gravity pipe to the existing private gravity sanitary sewer system permitted under PSO -50. If you have any questions, please contact the Water and Wastewater Engineering Section at 786) 315 -2800. Carlos Hernandez, P.E., Chief Plan Review and Development Approvals Division Kimley -Hom and Associates, Inc. Document Transmittal Date: 4/5112 Job Number: 040688001 Project Name: Barry University - Benincasa and Kolasa HVAC System Re To: Miami -Dade County West Dade Permitting and Inspection Center Department of Environmental Resouces Management 11805 SW 26th Street Miami, FL 786 -315 -2800 Suite 400 1221 Brickell Avenue Miami, Florida 33131 We are sending these by: U.S. Mail Other FedEx 5 2912 Imd Delivered We are sending you: Attached 0 Shop Drawings Other: See below Under separate cover via Prints/Plans Samples the following items: Specifications Change Orders 3 4/5/12 FDEP Sew. Extension Applications 1 4/5/12 MEP Flow Calculations 1 4/5/12 Connection Sketch 5 4/5/12 Signed and Sealed Plans 1 4/5/12 Check No. 1886 in the amount of $390.00 for DERM Review Fee 1 4/5/12 Check No. 1882 in the amount of $250.00 for DEP Permit Fee These are transmitted as checked below: For your use As requested 1 For review and comment Remarks: Sender: Approved as submitted Approved as noted Returned for corrections Resubmit Submit D Return Copies for approval O Copies for distribution El Corrected prints Please find attached plans and applications to be reviewed by the Department of Environ. Resources Management Please contact me regarding any project related questions. Matthew S. Gibson, PE Copy to: Michael Schwartz, PE Recipient: Date Received: TEL 305.673.2025 FAX 305.535.7760 SERVE.CONSERVE Miami -Dade Water and Sewer Department New Business Office 3575 South Iz%une Roam Room 114 P.O. Box 330316 Miami, Florida 33233 -0316 WATER SERVICE INSTALLATION AFA / PERMIT REQUEST FORM APP DATE: Apr 12, 2012 AFA AMOUNT: $107.90 Name: Address: City, St, Zip: MOSS & ASSOCIATES LLC Phone: 2101 NORTH ANDREWS AVE STE #300 FT LAUDERDALE FL 33311- 305) 673 -2025 Service 11300 NE 2 AVE (AKA 11300 N MIAMI AVE) - BARRY Address: Legal Description: 36 52 413$.80 AC M/L SW1 /4 OF NE1 /4 LESS E4OFT FOLIO# 11- 2136 - 000 -0040 AFA No: ER No: 86 16545 Permit Type: MIA SHRS Construction Details: TAP MAIN AND INSTALL NEW 2" SERVICE @ ESMT FOR NEW CHILLER SEE SURVEY FOR EXACT LOCATION) Work With: NOTES: THE DEPARTMENT RESERVES THE RIGHT TO CHARGE ITS ACTUAL COSTS FOR ATYPICAL SERVICE INSTALLATIONS. THIS APPLICATION IS SUBJECT TO PROHIBITIONS, LIMITATIONS AND RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF PAVING AND ROADWAY RECONSTRUCTION. ADDITIONAL COSTS INCURRED BY THE DEPARTMENT DUE TO PERMITTING AGENCY REQUIREMENTS SHALL BE PAID IN ADVANCE BY THE CUSTOMER PRIOR TO COMMENCEMENT OF INSTALLATION. PLEASE NOTE THAT WATER AND /OR SEWER BILLING WILL COMMENCE UPON THE INSTALLATION OF THE WATER METER(S). IN THE EVENT AN "OPEN CUT" INSTALLATION IN THE RIGHT —OF —WAY IS DENIED BY ANY PERMITTING AGENCY, IT SHALL BE THE SOLE RESPONSIBILITY OF THE PROPERTY OWNER TO ARRANGE FOR ANY "JACK & BORE" REQUIREMENTS BY A PRIVATE CONTRACTOR LICENSED TO PERFORM SAID INSTALLATION IN ACCORDANCE WITH PLANS AND SPECIFICATION TO BE APPROVED BY THE COUNTY. INSTALLATION OF AN UPGRADED SERVICE MUST BE COORDINATED SO THAT THE PROPERTY OWNER TRANSFERS IT'S PRIVATE LINE FROM THE OLD SERVICE TO THE NEW SERVICE AT THE TIME OF SERVICE INSTALLATION, AT WHICH TIME WASD SHALL ALSO RETIRE THE OLD SERVICE. FAILURE TO COMPLY WITH ANY REQUIREMENT RESULTING IN ADDITIONAL VISITS TO THE PROPERTY SHALL RESULT IN ADDITIONAL SERVICE CHARGES TO THE PROPERTY OWNER. PLEASE BE ADVISED THAT INSTALLATION TIME WILL BE APPROXIMATELY 8 TO 10 WEEKS FROM APPLICATION. TO PREVENT UNNECESSARY DELAY, IT IS THE PROPERTY OWNER'S REPONSIBILITY TO HAVE THE PROPERTY LINES, GRADE, AND THE PROPOSED METER LOCATION STAKED AND MARKED, ALSO MARK TVA E UTILITIES, AT THE TIME OP INSTALLATION. CUSTOMER SIGNATURE: PRINT NAME / TITLE: (1!l l(,f -f n. ?- a-0 Page 1 of 1 NBR: Judana Jimenez Miami-Dade Water and Sewer Department New Business Office P.O. Box 330316 Miami, Florida 33233-0316 3575 South LeJeune Road, Room 114 Miscellaneous Charges INVOICE #: I 138010 DATE: April 12, 2012 CLISTID: 156673 PeopleSoft Acc1 ID& r 1778559144 Building Process #: x 1 DI ACCOUNT ,WITH MOSS & ASSOCIATES LLC 2101 NORTH ANDREWS AVE STE #300 FT LAUDERDALE, FL 33311-' REFERENCE FEE TO INSTALL NEW 2" SERVICE FOR CHILLER UNIT @ BARRY UNIVERSITY 11300 NE 2 AVE. FOLIO# 11- 1 2136-000-0040. AFA 0086 ER 16545. PD BY CHK# 20901. CASHIERS CHECK FOR MIAMI SHORES $107.90 TURNED IN. ER WATER: r N/A ER SEWER: L N/A AGMT ID: DESCRIPTION QTY GPD 1 2" Single Water Service Install DESCRIPTION G/L CODE CIS ADJ 7 UNIT AMOUNT CD PRICE 6897302-EW2211 2500.00 2,500.00, TOTAL: F--- da?1 Jawig .141 apq-TeTw simoosski SSOW 1 I Vd 43 ' fr4 3914k0H3 41 ytel.a'A ET3c! Ori .1flWlje$138010 Printed On 4/12121312 BP: 4444NA JIMENEZ 17.24a'd SIW 1:000 93 OTO 01:06 ZIA2/ZT/ 1:6111;SLLI SM WATER DEPOSITS: SEWER DEPOSITS: INVOICE ts10. 138010 TOTAL: 30.00 0.00 2,500.00 Distribution: White-Customer, Yellow-General Office, Pink-Local Office, Gold-New Business Acct #: WS 1778559144 00019994 4/12/2012 9:41AM O10 12C0 LINE 8001 PSCIS Retail Payment 5OO.0D 0081 of 0801 $2,500.00 PSCIS Retail $2,500.00 CK $2,500.00 0.00 CHANGE PAID Thank You MOSS & ASSOCIATES LLC Miami-Dade Water and Sewer Dept. 000786 11-24 Office AU # 1210(8) Operator I.D. 11000230 fteortisair erNRC5045r — ; -oat" Orkm.G.RM CASHIER'S CHECK PAY TO THE ORDER OF "*VILLAGE OF MIAMI SHORES *** REF: AFA PERMIT FEE #144595000.3.700*** One hundred seven dollars and 90 cents WELLS FARGO BANK, N.A. 1395 BRICKELL AVE MIAMI, FL 33131 FOR INQUIRIES CALL (480) 394-3122 vEir. 7 5600 L &Pm 5: 2 11000 21,a1:486 3 2 toli 6675600116 April 10, 2012 107.90** VOID IF OVER 115 6 107.90 74J z_ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CC 1 Z _ C 1-{ Inspection Number: INSP- 173269 Permit Number: PLC -5 -12 -818 Scheduled Inspection Date: August 01, 2012 Inspector: Hernandez, Rafael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: RIGHT WAY PLUMBING CO INC Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (954)423 -0000 Building Department Comments FLOOR DRAIN AND WATER TO NEW CHILLER PAD Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 31, 2012 For Inspections please call: (305)762 -4949 Page 9 of 30 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. W\12 _79 E Master Permit No. C l a BUILDING PERMIT APPLICATION FBC 20 b <ktn ikicnu-A ike.tkeaxf,_ ©r Permit Type: PLUMBING !! ''`` OWNER: Name (Fee Simple Titleholder): i rrf INMNI Vh ry Phone #: a' gq9 - a' Address: vk 300 NS 7.4 .t I 11 2 City: %4 `+,0 5 State: 1--- Zip: 53161 Phone #: 36— 144 —3Q5D It MAY 0 9 2012 BY: Tenant/Lessee Name: Ba• ` s\ivL ly Email: t 5 G INA • be"rs. tad` r JOB ADDRESS: 11500 N E 1.4 City: Miami Shores County: Miami Dade Zip: 63lVl Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: j71d h4 k)cr r Lfrtk 1 Phone #: 9. " 1 .? -0De'0 Address: t? J i 5- i\— 1 City: Sint:: 5A State: c` Zip: 3 ?3c 43 Qualifier Name: i),7•+t+t( 1\ovilkk. 9l 40 Phone #: 5-9 ` a3-0000 State Certification or Registration #: O i.(S i Certificate of Competency #: Contact Phone #: ; y s 4'; { - ?VI Email Address: l" W? f i +ter p CO r" DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 11 OG0 0 c' Square/Linear Footage of Work: Type of Work: Address DAlteration lieNew DRepair/Replace Demolition Description of Work: T i a le,{ to 11- C,,-• (ter e 4 Fees************* ** ** *** * * * * * ** * *** ***** * ** * **** Permit Fee $ /6 CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ TOTAL FEE NOW DUE $ itairTO r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this / a. day of % v, ; `J 0 .I, by fib WD A l L tvho is personally known to me ,pr who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this V day + ,204,2,by te own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: MICHELL A. BAGLEY I print: i s ,." lYot ry Public - State of Florida My Commission Expires -• • •e My Comm. Expires Jul 6, 2014 My C ,a_ E : (4,z::,:, '•' #EE1443g8 Commission #F DD 972411 ' ,may 8, 20111 y;:• 'h; ' &wed Tiro Notery PupiiC OIIde Ws 1 Bonded Through National Notary Assn. r • APPROVED BY Plans Examiner Structural Review Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173780 Permit Number: PLC -5 -12 -892 Scheduled Inspection Date: August 03, 2012 Permit Type: Plumbing - Commercial Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Addition /Alteration Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Inspector: Hernandez, Rafael Project BARRY UNIVERSITY Contractor: AMERICAN ENGINEERING AND DEVELOPMENT CORP Phone Number Parcel Number 1121360010160 -34 Phone: (305)825 -9800 Building Department Comments SITE UTILITIES ON PRIVATE PROPERTY FOR WATER AND SEWER Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 02, 2012 For Inspections please call: (305)762 -4949 Page 5 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PlC12 rl PERMIT APPLICATION Master Permit No. C t 54\ FBC 20 ` ctmca,. Nab` - VO4.te,,` V(Lti1/4.4)A-N`t\ Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder) • 1j04-T-y V4/..0 ti j Phone#: 365 -1 30, ,S0 Address: 11'500 ¶W. Nov < 1 c 1 City: S r - L 5 State: zip: 3 b 1 Tenant/Lessee Name: 13—t- IL.ler Sa1 Email: be.vT1j ` e.c y . JOB ADDRESS: 1\300 ` ). Phone#: z(55 - S ')q - 3050 City: Miami Shores County: Folio/Parcel #: 11)..‘ No 0000 Is the Building Historically Designated: Yes NO X Miami Dade 3 \bk Flood Zone: CONTRACTOR: Company Name: AYhQrtoc Cw)j QQfiIU /,- h%ve /. p Address: _11765 W. OkQe Ik0 19ee a r City: -f-(u ci h (rCLral S State: "Roc 1 c{ ot. Qualifier Name: LttIC (4 . rp21t -der State Certification or Registration #: l IAA 33 G Contact Phone #: 0 516 27S-S370 Email Address: DESIGNER: Architect/Engineer: Phone#: (3(M 825 ' 980 zip: '3O t g Phone#: (.q 715- J i Certificate of Competency #: QdC rP.com 01.4CAL Phone#: Value of Work for this Permit: $ 07.0 1405 Square/Linear Footage of Work: Type of Work: Addition Alteration Demolition Description of Work: AI- 1NVNt6s ° 4••Q -6 w.yLS UNew Repair/Replace x***** ****** * *+x* *** ******** Fees** **** *+ x************ ****** *+s **+x********** *** Submittal Fee $ Permit Fee $ 02. CCF $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE CO /CC $ DBPR $ Bond $ 40. 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 Alt 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 a einspection fee will be charged. Signature 0 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 A, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY i # / KM Nifff125f/frifi,l oree =' °`—•1 No ary Pub c - State of Florida My Comm. Expires Jul 6, 2014 J po Bonded Through National Notary Assn. i mnxpsmita.* ontractor The foregoing instrument was acknowledged before me this day of I i, •l , 200 2—, by M I C CA.V ptn v, who is personally known to me or who has produced as identification and who did take an oath. NOTAR PUBLIC: Sign: Print: fd lU l. \ My Commissio Expires: A611,4, ODALYSANGiOYERTO t y * MY COMMISSION # EE 166308 Q EXPIRES: June 5, 2015 nx+ isms *impsonozw*11**ax*** * * **** ** * *v***** *** *+ . :` "` .' *dam tifttfavices F Plans Examiner Zoning Structural Review Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk 1. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176600 Permit Number: ELC -5 -12 -830 Scheduled Inspection Date: August 06, 2012 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: C DAVIS ELECTRIC COMPANY, INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (954)432 -4334 Building Department Comments ELECTRICAL WIRINF FOR NEW CHILLER (AHU) AND REPLACING A/C UNITS IN DORMS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 176538. CREATED AS REINSPECTION FOR INSP- 173328. Need fire first. PLEASE PICK UP FIRE REPORT ffi e August 03, 2012 For Inspections please call: (305)762 -4949 Page 33 of 61 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. CC FBC 20 Wit\ \a - ,e,„.\ kitt,,4au Noon Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): barri 'ki t49N1 Phone#: 3b5- Address:" 1:\ ?y00 ha K L City: .Na cgS State: Tenant/Lessee Name: ° 1 M1 \.1V1.65'41 Phone #: i5- ' ,i Email: ' \ . 49v t‘a g-S-V• kit MgMEWT-7 I. MAY 092Ci2 L'. B Y: 2 -541 L zip: M1 JOB ADDRESS: City: Miami Shores County: Folio/Parcel #: 12.@ 36 1~''` 000 L Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Miami Dade Zip: 23311,2 NO Flood Zone: C ,10iieNh s cCo Address: 110 SA co --1-4s_ Acce City: 11/4'4t (Z State: hone #:(9311.) L3Zt4' - Zip: 3e Phone #:(94) 115 O2 Certificate of Competency #: SCOUre. CdCi1i osO cW c c m Qualifier Name: CA E IN 3 (Z. State Certification or tRegistration #: ® 03 Contact Phone #(7 `+1' 1 47,2-4-54 X 100 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 3' °C> Square/Linear Footage of Work: Type of Work: Address Jr Alteration New Repair/Replace Demolition Description of Work: eLLcn2A c \N24 ISLE I b(Z. i VoN cAlLuve ( 0 7, LAcA ) A lc 0101,-re- , 10 Dc AA Submittal Fee $ Permit Fee $ 1' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this l A- day of Art It, 20 , by (' , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex APPROVED BY v a a, EL it e Notary Public - State of Florida Sr, My Comm. Expires Jul 6, 2014 1". Commission # OD 972411 o d Through National Notary Assn. Signature Con ' actor The fore • oing instrument was acknowledged before me this day of 20 by CL £ Je who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBL Plans Examiner Structural Review Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commis s. _ AN J. BENNETT Commission DD 806410 ki Expires September 25, 2012 P' Banded Thru Troy Fain lrisurance800- 385. 7019 Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176050 Permit Number: ELC -7 -12 -1333 Scheduled Inspection Date: August 07, 2012 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: C DAVIS ELECTRIC COMPANY, INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (954)432 -4334 Building Department Comments RELOCATION OF EXISTING RECEPTACLES Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 7,c)74 August 06, 2012 For Inspections please call: (305)762 -4949 Page 10 of 30 t R Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 110 JUL 1 8 2612 Li i BUILDING Permit No. Ebl Z.-1353 PERMIT APPLICATION Master Permit No.C1, ,-11 eil FBC 20 •Atvo&s. AAA ' t tc.\ iL.e' *-kot\ Permit Type: Electrical Z ,gyp OWNER: Name (Fee Simple Titleholder): ottri -' U14IL \.j Phone#: 3o5. `1 tl ° ZOO Address: uI ‘ltt 0 . 2,134 1 1 City: WI SVDC , State: FL Zip: 361 Tenant/Lessee essee Name: Ro , vies Ai Phone#:.366-1M- O$0 Email: br a- Qp ti A,`‘. 1411.1rr 1 • e ks1/4. JOB ADDRESS: MI® Ids WA- 64 City: Miami Shores Folio/Parcel #: 00 V 4) iii ±, IC Is the Building Historically Designated: Yes County: Miami Dade Zip: 33 \ka‘ NO X Flood Zone: CONTRACTOR: Company Name: C7, bovin ©estArt Phone#: "\54 4-52_ 4334- Address: D4 100 11 krcac,v, City: M‘CO -Ci\C\r' State: 1l Zip: 265 Qualifier Name: 010-4- le s 0..d is e . Phone#: csk5i' 4.'J' 4 4 State Certification or Registration #: iO3 Contact Phone#: (( "lS `V (0C10.0) Email Address: SAr c ` el psr2kc . ft c C iPn DESIGNER: Architect/Engineer: Phone #: Certificate of Competency #: Value of Work for this Permit: $ 7 6 00 (et Square/Linear Footage of Work: Type of Work: Address °Alteration New URepair/Replace °Demolition Description of Work: (4fw--,sA®c 1 VC SiGi s—e, k4 x:::x*x::x:x**:xx: **** **** ** ***** ** Fees ***** ** ***** ***** * * * **** * * * * *** * * * * * * * * * * ** Submittal Fee $ Permit Fee $$ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A} 1(110AVIT: 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. Owner or Agent The foregoing instrument was acknowledged before me this / by L e f 8 , day of The foregoing instrument was acknowledged before me this 11 20 VD, byC l e. Is de known to me or who has produced who is personall own to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commi cyF cln Ex Ai. Notary Public - State o My Comm. Expires Jul 6, 2014 Commission S DO 972411 3`` Bonded Through National Notary Assn. NOTARY PUBL Sign: Print: My Commissi i AN J. BENNE T Commission DD 806410 Expires September 25, 2012 Bonded Pau Troy Fain Insuranca 800.388•7010 i ye ** **: k***& ******* *******+k***** f,'' Plans Examiner APPROVED BY Structural Review Revised 07110 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 4 "0 WALL CAP WITI -I SCREEN CROWN MODEL I:t349 OR EQUAL w • a VO O. W „CAF' ii Q;. 'NS 41072 UL1 ?2012\ * c OF ° P''=v 8/0 NA . % iii u cAAartip.,, (pools S" BLOCK WALL FIELD Mimi Shores Village DATE APPROVED BY ! ' 6EPT 71 L l BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAt. STATE AND COUNTY RULES AND REGULATIONS FAN COIL UNIT REPLACEABLE FILTER MEDIA CLAMP TO OUTSIDE AIR INTAKE ACCESS PANEL t\ 811 AFF 4"0 BACK DRAFT DAMPER OUTSIDE AIR INTAKE DETAIL HILL YORK CORPORATION 1 THE AIR CONDITIONING PEOPLE 1 0 2125 SOUTH ANDREWS AVENUE, FT. L JDER LE. FL (984) 525-2971 3921 WESIGATE AVENUE, WEST PAUM BEACH, FL (881) 999 -7358 THIS DRAWING TO BE USED ONLY BY WRITTEN ALITHORIZNITON OUTSIDE AIR INTAKE DETAIL Date : 1/11/2012 Drawn By : STEVE Barry University EXISTING BENINCASA AND KOLASA HALL REMEDIATION Scale : N.T.S. Job No.: 50 -835 Sheet No.: 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173871 Permit Number: PLC -5 -12 -916 Scheduled Inspection Date: August 10, 2012 Inspector: Hernandez, Rafael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: SUMMERS FIRE SPRINKLERS Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Sprinkler System Phone Number Parcel Number 1121360010160 -34 Phone: (561)393 -6718 Building Department Comments FIRE SPRINKLER SYSTEM INSTALLATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 09, 2012 For Inspections please call: (305)762 -4949 Page 8 of 32 Miami Shores Village Building Department MAY222;2 v. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC2 jir Permit No. l a l I lQ Master Permit No. Cc /2-5V/ Permit Type: PLUMBING JOB ADDRESS: / / , 3 ®D /E e /dt Cc S Rea v f ` a i ` City: Miami Shores County: Miami Dade Zip: Li Folio/Parcel #: 1) Z/ 3 o o c O® y Is the Building Historically Designated: Yes NO ?X Flood Zone: OWNER: Name (Fee Simple Titleholder): IJoi.` MI h`eV.6‘41 Phone #: 0 i )° Address: ilt' 14',F,- 1 + City: p `1T h MY i fa State: F zip: 3s b1 Tenant/Lessee Name: `AN'4 „A Phone #: i514 -g 4 - Email: ,1 e @'” Q' 3 l o \PArcl . rl AAA CONTRACTOR: Company Name: vim et-.3 FOe s) ,risvk l2 /SJ -7-7/74. Phone#: (51e) E93 ` 7/ S- Address: 7 / /2a rlc D-t' 70m.oi9Cce Dr. /op City: g® Ca. ®2Gt 71Z, r' State: L. Zip: 3 3 '17-7 Qualifier Name: 6701 (-/- t 2 6/-,, , D Phone #:( ± )) 3 `! 3-6,7/1- State Certification or Registration #: `! 3/ 0'7 VD 00 J2 o Certificate of Competency #: Contact Phone #: (i /J 2 '3 C/ - 2931 Email Address: pen-}T i GY` re. C S C.idn Sri r ..5 . l a, DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ .6-O 0 Square/Linear Footage of Work: 2- 00 0 56 Type of Work: DAddress 54lteration ONew ORepair/Replace ODemolition Description of Work: 72,/„,,„+e pi r, S fi "/ Je C ' ems' .S F ***** *************** **:x************* * ******* Submittal Fee $ Permit Fee $ 901—e=' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 9 / day of ins , 20 /2- , by 5."2- The foregoing instrument was acknowledged before m this / J day of r Q , ,20 ; by 66 e f' or 6Pc4 o who is personally known to me or who has produced who is personally known_to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY PUBLIC: Sign Print. My Commission Ex APPROVED BY es: a) w4_ Notary Public State of Florida Cheryl Beide Gerber My Commies'n 00988128 Ex)lres 05/08/2014 IiiissfftFLUi5§Mgust 26, 2012 40711368-0153 FlondallotarySerme.00m Plans Examiner Zoning Structural Review Clerk tit veco ses /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) aac?it',.£ sW se... ,.., .''...r'k:r;;s.,fr;ki BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 11y5 S. Andrews Ave., Rm. A -100, FL Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Receipt {x;189-07264413211 Business Name: SUMMERS FIRE SPRINKLERS INC Business Type:A TYPES CONTRALTO SPIRE SPRINKLER CONTE) Business Opened:08 /14/2009 StatelCountylCertlReg :93107400012 0 01 Exemption Code :NONEXEMPT Owner Name: GARRET P GRANTTTO /QUAL Business Location: 751 PARK OF COMMERCE DR 100 PALM BEACH COUNTY Business Phone:561- 393 -6718 Rooms Seats 6nyloyeos 3 Machines Professionals Number of M For Vending ausiness Only Tat Amount Transfer Fee NSF Fee Penalty r vro• Prior Veats Coast :thin Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non- regulatory In nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Recut must be transferred when the business is sold, business name has clanged or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Maiiing Address: SUMMERS FIRE SPRINKLERS INC 751 PARK OF COMMERCE DR 100 BOCA RATON, FL 33487 2011 - 2012 Receipt #135-10-00007003 Paid 08/30/2011 27.00 idgefield Employers Insurance Company® Member of Liberty Mutual Group CERTIFICATE OF INSURANCE RE : 0830 -23589 ISSUED TO : Miami Shores Village Building Department 10050 N E 2nd Av Miami Shores, FL 33138 Rated A (Excellent) by A.M. Best Company summithofdiflgs.co/// Producer : Elizabeth A. Taylor Company : Business Insurance Group, Inc Address : 7247 Bryan Dairy Road Largo, FL 33777 Phone : (727) 724 -1194 This is to certify that Summers Fire Sprinklers, Inc., 751 Park of Commerce Drive, Ste. 100 Boca Raton, FL 33487, being suoject to me provisions of the i- lorlaa Workers' Compensation Law, has secured the payment of any workers' compensation benefits due by insuring their risk with the Bridgefield Employers Insurance Company. POLICY NUMBER: 0830 -23589 Statutory Limits -- State of Florida EFFECTIVE DATE: April 27, 2012 EXPIRATION DATE: April 27, 2013 Employers Liability 1,000,000 (Each Accident) 1,000,000 (Disease- -Each Employee) 1,000,000 (Disease -- Policy Limit) This certificate is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be construed as amending, extending, or altering coverage not afforded by the policy shown above or affording insurance to any insured not named above. The policy of insurance listed above has been issued to the named insured for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document to which this certificate may pertain, the insurance made available by the described policy in this certificate is subject to only the terms, exclusions and conditions of such policy. Paid claims may have reduced the shown limits. If the policy described above is cancelled before the expiration date indicated, the issuing company will endeavor to mail 30 days' written notice to the certificate holder named above, although if cancellation is for nonpayment of premium, then the issuing company will endeavor to mail 30 days' written notice to the certificate holder. In any event, the issuing company, its agents, and representatives accept no obligation or liability of any kind for failure to mail such notice. n Authorized Signature Southwest Region I iuhuuu,. , l rb crn ,o. Lnnidunrr. lli r n ri /yri P.O. Box 8()439 • Baton Rouge, LA 70898 -0439 225) 926 -3264. 1- 8110 - 421 -2944 Fax (225) 926 -4102 WC 97-056 (Rev. 3/08) Sununu includes Summit Gntsultin,' Inc. and its sulrs„liaries. Corporate Office Florida P.O. Box 988 • Lakeland. FL 33802 -0988 863) 665 -6060. 1- 800 - 282 -7648 Fax (863) 666 -1958 l ri,l rhrld Date: April 20, 2012 Southeast Region Grurt!irr. k'rnnn 1 r. Vail, Carolina. South ("nmin o, % ?rurr.,rr P.Q. Box 600 • Gainesville, GA 30503 -0600 678) 450 -5825. 1 -800 -971 -2667 Fax (770) 531 -1349 Employers Insurance Company is an tiff Of and is ,anaged by Swrtu,it. LDI COI 268152 -1 12 10 Jeff Atwater CHIEF FINANCIAL OFFICER Julius Halos DIVISION DIRECTOR SAFE? FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL 00 East Gaines Street - Tallahassee, Florida 32399 -0342 Tel. 850 -4 l 3 -3644 Fax. 850 -410 -2467 SUMMERS FIRE SPRINKLERS Inc. 751 Parts of Commerce Drive Suite 100 Boca Raton. FL 33487 ttJl,,,i6,6,11„66,d CERTIFICATE OF COMPETENCY THIS CERTFIES THAT: GARRET GRANITTO BUSINESS ORGANIZATION: SUMMERS FIRE SPRINKLERS Inc. Contractor II is limited to the execution of contracts requiring the ability to layout, fabri repair, and service water sprinkler systems, water spray systems, foam -water sprinkler s systems, standpipes, combination standpipes and sprinkler risers, all piping that is an inl beginning at the point of service, sprinkler tank heaters, air lines, thermal systems used and tanks and pumps connected thereto, excluding pre - engineered systems. Issue Date: 07/01/2012 Type: 07 Class: 12 County: Palm Beach License /Permit Number: 931074 -0001 -2001 Expiration Date: 06/30/2014 Chief Financial Officer Tyco Technical Services 800 - 381 -9312 1- 401 -781 -8220 www.tyco- fire.com RAPID RESPONSE Series LFII Residential Sprinklers 4.9 K- factor Pendent Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are deco- rative, fast response, frangible bulb sprinklers designed for use in residen- tial occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII Residential Sprinklers TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two - family dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two -piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The adjustment provided by the Recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the `INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing and as refer- enced in U.S. Patent 7,712,543, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residential Sprinklers offer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. Non -water filled pipe will permit options for areas sensitive to freezing. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable stan- dards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY2234 APRIL 2012 TFP400 TFP400 Page 2 of 8 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector* Temperature rating is indicated on Deflector. 7/16° (11,1 mm) NOMINAL MAKE -IN CROSS SECTION 1/2° NPT ESCUTCHEON PLATE SEATING SURFACE t PENDENT 2 -1/4° 57,2 mm) 1 -5/8° 41,3 mm) 2-7/8' DIA. 73,0 mm) WRENCH FLATS STYLE 20 RECESSED ESCUTCHEON RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 7/16±1 /8° 11,1 ±3,2 mm) FACE OF SPRINKLER FITTING t \ MOUNTING SURFACE 2 -7/8° DIA. 73,0 mm) 2-1/4" DIA. 57,2 mm) — AvA NMI 111 CLOSURE TY2234 1/2" (12,7 mm) 1/4 °(6,4 mm) MOUNTING PLATE 1/8" 3,2 mm) 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER TY2234) WRENCH RECESS END 'A" USED FOR TY2234) WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH Technical Data Approvals UL Listed for use with wet pipe and dry pipe systems C -UL Listed for use only with wet pipe systems For details on these approvals, refer to the Design Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K =4.9 GPM /psi1i2 (70,6 LPM /barli2) Temperature Rating 155 °F (68 °C) or 175 °F (79 °C) Finishes White Polyester Coated Chrome Plated Natural Brass Physical Characteristics Frame Brass Button Bronze Sealing Assembly Beryllium Nickel w/TEFLON Bulb (3 mm) Glass Compression Screw Bronze Deflector Bronze Ejection Spring Stainless Steel Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers TY2234) are UL and C -UL Listed for installation in accordance with this section: Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Hydraulic Design NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A or B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm /ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of "design sprinklers" specified in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. TFP400 Page 3 of 8 Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as appli- cable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity For "Horizontal Ceilings° (maximum 2 inch rise for 12 inch run), the sprin- klers are to be installed with a deflector - to- ceiling distance of 1 -3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. The "Beam Ceiling Design Criteria" section permits deflector -to- ceiling distances up to 15 -3/4 inches. For "Sloped Ceilings° (greater than 2 inch rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector -to- ceiling distance of 1 -3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft coverage area). TFP400 Page 4 of 8 Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum Coverage Area (a) Ft. x Ft. m x m) Maximum Spacing Ft. m) WET PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceilin g , d, (c d e) Maximum 2 Inch Rise for 12 Inch Run) For Sloped Ceiling (c, d, e) Greater than 2 Inch Rise up to Maximum 4 Inch Rise for 12 Inch Run) For Sloped Ceiling (o, d, e) Greater than 4 Inch Rise up to Maximum 8 Inch Rise for 12 Inch Run) 155 °F (68 °C) or 175°F (79°C) 155 °F (68 °C) 175 °F (79 °C) 155 °F (68 °C) 175 °F (79 °C) 12 x 12 3,7 x 3,7) 12 3,7) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 14 x 14 4,3 x 4,3) 14 4,3) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 16 x 16 4,9 x 4,9) 16 4,9) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 18 x 18 5,5 x 5,5) 18 5,5) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 20 x 20 6,1 x 6,1) 20 6,1) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 20 GPM (75,7 LPM) 16.7 psi (1,15 bar) 21 GPM (79,5 LPM) 18.4 psi (1,27 bar) 22 GPM (83,3 LPM) 20.2 psi (1,39 bar) a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K- factor. Refer to Hydraulic Design under the Design Criteria section. c) For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for certain sloped ceiling configurations up to 8:12 pitch. Refer to TIA 1028R for allowed sloped ceiling limitations when using horizontal ceiling criteria. d) For NFPA 13R applications, Horizontal Ceiling criteria may be used for sloped ceiling configurations up to 8:12 pitch when acceptable to the local authority having jurisdiction. e) For NFPA 13 residential applications, the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS Maximum Coverage Area (a) Ft. x Ft. (m x m) Maximum Spacing Ft. (m) DRY PIPE SYSTEM Minimum Flow and Residual Pressure (b) For Horizontal Ceiling Maximum 2 Inch Rise for 12 Inch Run) 155 °F (68 °C) 175 °F (79 °C) 12 x 12 12 13 GPM 49,2 LPM) 13 GPM 49,2 LPM) 3,7 x 3,7) 3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 14 x 14 14 14 GPM 53,0 LPM) 14 GPM 53,0 LPM) 4,3 x 4,3) 4,3) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 16 x 16 16 15 GPM 56,8 LPM) 15 GPM (56,8 LPM) 4,9 x 4,9) 4,9) 9.4 psi (0,65 bar) 9.4 psi (0,65 bar) 18 x 18 18 18 GPM (68,1 LPM) 18 GPM (68,1 LPM) 5,5 x 5,5) 5,5) 13.5 psi (0,93 bar) 13.5 psi (0,93 bar) 20 x 20 20 21 GPM (79,5 LPM) 21 GPM (79,5 LPM) 6,1 x 6,1) 6,1) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K- factor. Refer to Hydraulic Design under the Design Criteria section. TABLE B SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEMS Beam Ceiling Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) are UL and C -UL Listed for installation in wet pipe systems only for residential occu- pancies with horizontal ceilings (that is, slopes up to a 2 inch rise over a 12 inch run) with beams when installed in accordance with this section: General Information The basic concept of this protection scheme is to locate the sprinklers on the underside of the beams, refer Figure 5, (not in the beam pockets); to identify the main beams that princi- pally run in one direction as "primary beams"; and, to identify the beams that run principally perpendicular to the main beams, as may be present or in some cases may be necessary for proper sprinkler protection), as secondary beams ". Primary and Secondary Beam Types Solid surface, solid or hollow core, combustible or non - combustible. Primary and Secondary Beam Positioning Directly attached to the underside of a combustible or non - combustible smooth ceiling at any elevation. Primary Beam Cross - Section Maximum depth of 14 inches and the maximum width is unlimited. The cross - sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross - Section Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross - sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing The primary beams (Figure 6A) are to be 3 ft-4 in. to 6 ft. from the compart- ment wall to center of the nearest beam and from center to center between beams. Secondary Beam Spacing The secondary beams principally run perpendicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Figure 6B). When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross - sectional depth greater than one - quarter the depth of the primary beams are to be a minimum of 3 ft - 4 in from the compart- ment wall to center of the nearest beam and from center to center between beams (Figure 6C). Secondary beams of a cross - sectional depth no greater than one - quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Figure 6C). Lintels Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types Series LFII Pendent and Recessed Pendent Residential Sprinklers TY2234), 155 °F (68 °C) and 175 °F 79 °C). Sprinkler Coverage Area and Hydraulic Design The sprinkler coverage areas and hydraulic design criteria as presented in the Table A for "Horizontal Ceilings" are to be applied. Sprinkler Position The deflector to bottom of primary beams for the Series LFII Pendent and Recessed Pendent Sprinklers TY2234) is to be 1 -1/4 to 1 -3/4 inches Figure 5A). The vertical centerline of the Series LFII Pendent Sprinklers is to be no greater than half the primary beam cross - sectional width plus 2 inches from the centerline of the primary beam (Figure 5B). NOTICE Core drilling of beams to allow the installation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) allows placement of the sprinkler drop adjacent to the primary beam. TFP400 Page 5 of 8 A B z E E 4T Fzt r r T MAXIMUM ONE -HALF BEAM WIDTH PLUS 2° (50,8 mm) TY2234 FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS WET PIPE SYSTEMS ONLY Refer to the "Beam Ceiling Design Criteria" section.) Beam and Soffit Arrangements A soffit is permitted to be placed around the perimeter of a compart- ment with the beam arrangement within the soffit area (Figure 7). The cross - section of the soffit may be any size as long as it does not create an obstruction .to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the previ- ously provided 3 ft. -4 in. to 6 ft. compartment wall to adjacent beam" distance for the primary and secondary beams is to be measured from the face of the soffit as opposed to the compartment wall. Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compart- ment wall. TFP400 Page 6 of 8 ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM A -A —H 14' (356 mm) MAXIMUM A = 3' -4" to 6' -0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20' -0" (6,1 m) 20' -0" (6,1 m) MAXIMUM SECONDARY BEAM PRIMARY BEAM ISEMBANSIONSMEMA PIM TitrarkkN J 11.011010 f. AmamiCOMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20' -0" (6,1 m) A = 3' -4" to 6' -0° (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14° (356 mm) MAXIMUM DEPTH B = 20' -0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20' -0" (6,1 m) SECONDARY BEAM REFER TO FIGURE 6B FOR SPANS EXCEEDING 20' -0" (6,1 m) COMPARTMENT WALLS FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS A = 3' -4" to 6' -0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14° (356 mm) MAXIMUM DEPTH C = 3' -4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS or— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6 BEAM ARRANGEMENTS WET PIPE SYSTEMS ONLY Refer to the "Beam Ceiling Design Criteria" section.) TFP400 Page 7 of 8 SECONDARY BEAM FACE OF SOFFIT COMPARTMENT WALLS FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS WET PIPE SYSTEMS ONLY Refer to the "Beam Ceiling Design Criteria" section.) USE DISTANCES SHOWN IN FIGURES 6A, 6B & 6C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES Installation The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers TY2234) must be installed in accor- dance with this section: General Instructions Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm). A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum -to- maximum torque of 7 to 14 ft. -lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprin- kler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under- or over - tightening the sprinkler. Re- adjust the position of the sprinkler fitting to suit. Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance With the following instructions. Step A. Install recessed pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP400 Page 8 of 8 Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) must be maintained and serviced in accordance with this section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; other- wise, non - operation in the event of a fire or inadvertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Ref. Installation Section.) The owner is responsible for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and /or national codes. Limited Warranty Products manufactured by Tyco Fire Protection Products (TFPP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFPP. No warranty is given for products or components manufac- tured by companies not affiliated by ownership with TFPP or for products and components which have been subject to misuse, improper instal- lation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with appli- cable Standards of the National Fire Protection Association, and /or the standards of any other Authorities Having Jurisdiction. Materials found by TFPP to be defective shall be either repaired or replaced, at TFPP's sole option. TFPP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFPP shall not be respon- sible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFPP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential damages, including but not limited to labor charges, regardless of whether TFPP was informed about the possi- bility of such damages, and in no event shall TFPP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. express or implied. including warran- ties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, mate- rials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P /N). Sprinkler Assembly Specify: Series LFII (TY2234), K =4.9, Residential Pendent Sprinkler with specify) temperature rating and specify) finish, P/N (specify). 155 °F (68 °C) or Chrome Plated P/N 51- 201 -9 -155 155 °F (68 °C) White Polyester P/N 51- 201 -4 -155 155 °F (68 °C) White RAL9010)* P/N 51- 201 -3 -155 155 °F (68 °C) Natural Brass P/N 51- 201 -1 -155 175 °F (79 °C) or Chrome Plated P/N 51- 201 -9 -175 175 °F (79 °C) White Polyester P/N 51 -201 -4 -175 175 °F (79 °C) White RAL9010)* P/N 51- 201 -3 -175 175 °F (79 °C) Natural Brass P/N 51 -201 -1 -175 Eastern Hemisphere sales only. Recessed Escutcheon Specify: Style 20 Recessed Escutcheon with (specify`) finish, P/N specify*). Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56- 000 -6 -387. Specify: W-Type 7 Sprinkler Wrench, P/N 56- 850 -4 -001. Copyright ® 2012 Tyco Fire Protection Products. All rights reserved. TEFLON is trademark of The DuPont Corporation. two Miami Shores Village Building Department 10050 N.E 2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (305) 756.8972 Permit No. Job Name PLUMBING CRITIQUE SHEET Air Conditioning Services Energy Solutions ti Z -54( 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com Letter of Compliance August 2nd, 2012 Dear Building Official: In accordance with your request, I have performed an inspection of the Benincasa Dormitory Building located at the Barry University Campus (11300 NE 2nd Ave, Miami Shores, FL 33161). I have determined that, to the best of my knowledge, the building is in compliance with the mechanical plans, specifications, and 2010 Florida Building Code. Should you have any questions concerning this letter, please contact me at 954- 525 - 2971. hygrEnn Energy Solutions Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176723 Permit Number: MC -3 -12 -542 Scheduled Inspection Date: August 06, 2012 Inspector: Perez, JanPierre Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Benincasa Hall Miami Shores, FL 33138 -0000 Project BARRY UNIVERSITY Contractor: HILL YORK SERVICE CORP Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1121360010160 -34 Phone: (305)756 -6501 Building Department Comments DEMO EXISTING PTAC'S INSTALL NEW 300 MCP AND PROVIDE CHILLED WATER SERVICE TO BUILDINGS. REPLACE PTAC'S WITH CHILLED WATER FOR COILS. ADD 100% OUTSIDE AIR UNITS TO SERVICE CORRIDORS o/z)-L Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171698. 1. NEED TO HAVE FIRE ALARM INSPECTION APPROVED TO TEST SMOKE/FIRE DAMPER. 2. CHECK ON PVC DRAIN CONT. TO STORM DRAIN PIPE. 3. LETTER FROM ENG OF RECORD 4.T & B REPORT. JPP 8/1/12 T44,1 SC[3) 12- August 03, 2012 For Inspections please call: (305)762 -4949 Page 39 of 61 Air Conditioning Services Energy Solutions 2125 S. Andrews Ave. Ft. Lauderdale, FL 33316 T: 954.525.2971 • F: 954.525.2973 www.hillyork.com Letter of Compliance August 2nd, 2012 Dear Building Official: In accordance with your request, I have performed an inspection of the Benincasa Dormitory Building located at the Barry University Campus (11300 NE 2nd Ave, Miami Shores, FL 33161). I have determined that, to the best of my knowledge, the building is in compliance with the mechanical plans, specifications, and 2010 Florida Building Code. Should you have any questions concerning this letter, please contact me at 954 - 525 - 2971. ev....°,4`11F e,„$ gv.* i°'' Lafferty 75 Making Life More Comfortable" hygreen Energy Solutions CERTIFIED TEST & BALANCE CERTIFIED TEST, ADJUST AND BALANCE REPORT DATE: 08/06/12 PROJECT: BARRY UNIVERSITY RESIDENCE HALL - BENINCASA LOCATION: 11300 NE 2" AVENUE, MIAMI SHORES, FLORIDA 33161 ARCM I ECT: CANNON - DESIGN DESIGN ENGINEER: HILL YORK HILL YORK ACTION TA1 - APPROVED 0 APPROVED AS NOTED CI REVISE & RESUBMIT CI FORWARD TO ELECTRICAL ENO. CJ REVIEWED CI FINAL APPROVAL BYTNE ENGINEER OF RECORD PRE-CON REV E1VED OPWPM REVIEWED SALES DATE GENERAL CONTRACTOR: MOSS AND ASSOCIATES, INC. MECHANICAL CONTRACTOR: HILL YORK SERVICE CORPORATION NEBB TAB CONTRACTOR: CERTIFIED TEST & BALANCE, INC. 2499 GLADES RROAD, SUITE 106A BOCA RATON, FLORIDA 33431 DENNIS T. MIRANDA, PRESIDENT CERTIFICATION NUMBER: 3064 561) 961- 5068 - OFFICE 561) 961-5069 -FAX GB CERTIFIED TEST & BALANCE PROJECT: BARRY UNIVERSITY RESIDENCE HALL - BENINCASA LOCATION: 11300 NE 2ND AVENUE, MIAMI SHORES, FLORIDA 33161 1'H.1: DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTS THAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEEB TOLERANCES, ARE NOTED IN THE TEST- ADJUST - BALANCE REPORT PROJECT SUMMARY. NEBB CONTRACTOR: CER1'1HED TEST & BALANCE, INC. REG. NO: NEBB 3064 CERI'1I 1ED BY: SUBMITTED & CERTIFIED BY: BROWARD CO. NO.: 98-CTB -833 -W NEBB CONTRACTOR: CERTIFIED TEST & BALANCE, INC. TAB SUPERVISOR: DENNIS T. MIRANDA REG. NO.: NEBB 3064 DATE: 08/06/12 DATE: 08/06/12 DENNIS T. MIRANDA CERTIFICATION 3064 Exp. 3/31/14 CERTIFIED TEST & BALANCE AIR HANDLING UNIT DATA SHEET Project: BARRY- BENINCASA Date: 8-2-12 Page: 1 SYSTEM RTU -1 LOCATION NORTH END ON GROUND AREA SERVED O/A TO CORRIDOR MANUFACTURER ADDISON MODEL NUMBER I TRSA3 6OCK 1 D3 A i SERIAL NUMBER 120500101001 FAN DATA DESIGN MEASURED DESIGN MEASURED TOTAL CFM * OUTLET 5085 5218 RETURN AIR CFM 0- 0- OUTSIDE AIR CFM 5085 5218 S.P. TTL / EXT N/S N/A INLET / DISCHARGE N/S N/A FAN RPM N/S N/A MOTOR DATA DESIGN MEASURED DESIGN MEASURED MOTOR HP / HZ 5 5 VOLTAGE / PHASE 1 208/3 205/208/207 AMPERAGE / SF 13.6 9/9.2/10 MOTOR RPM 1750 N/A MOTOR PULLEY 41 /z X 1 1/8 FAN PULLEY 6 % X 13/16 BELTS / POSITION / C-C 2)B X 66/ 20% /7.7" OUTSIDE AIR DUCT SIZE 48 X 28 Comments: By: Craig Maurer CERTIFIED TEST & BALANCE Project: BARRY BENINCASA System: RTU -1 AIR OUTLET DATA SKEET Date: 8 -2-12 Floor: lsr — 4TH Page: 2 AREA SERVED lg FLOOR OUTLET NO. 1 2 TYPE SW 2'd FLOOR ST7.F 14X14 18X18 AREA 1.0 1.0 DESIGN FPM CFM 720 675 TEST CFM 1 640 603 2 MEASURED FPM CFM 743 730 1 2 3'd FLOOR SW CD 14X14 18X18 1.0 1.0 720 675 968 580 773 709 1 2 SW CD 14X14 18X18 1.0 1.0 720 675 833 608 762 724 4th FLOOR 1 CD 18X18 1.0 TOTAL 720 5085 719 4951 TOTAL 777 5218 Comments: Readi By: Craig Maurer CERTIFIED TEST & BALANCE SMOKE DUCT DETECTOR DATA SHEET PROJECT: BARRY UNIVERSITY-BENINCASA PAGE: 3 DATE: 8-2-12 Comments: Readings By: Craig Maurer Abbreviations AC Air Conditioning Unit LD Linear Diffuser - AHU Air Handling Unit LWT Leaving Water Temperature_ BHP Brake Horsepower MAU Make -up Air Unit CD Ceiling Supply Diffuser MAX Maximum CFM Cubic Feet Per Minute MIN Minimum CHWR Chilled Water Return NA Not Applicable CHWS Chilled Water Suppply NI Not Installed CWR Condenser Water Return NS Not Stated CWS Condenser Water Supply OBD Opposed Blade Damper DD Direct Drive OD Outside Diameter DP Differential Pressure OA Outside Air EAT(DB) Entering Air Temp.(Dry Bulb) RA Return Air EAT(WB) Entering Air Temp.(Wet Bulb) REQ'D Required EF Exhaust Fan RG Return Grille ESP External Static Pressure RH Relative Humidity EWT Entering Water Temperature RPM Rotations Per Minute FCU Fan Coil Unit RTU Rooftop Unit FLA Full Load Amps SA Supply Air FPB Fan Powered Box SF Safety Factor FPM Feet Per Minute SLOT Slot Diffuser GPM Gallons Per Minute SP Static Pressure HP Horsepower SWR Side Wall Register HPACU Heat Pump AC Unit TSP Total Static Pressure HWR Heated Water Return T -STAT Thermostats or Sensor HWS Heated Water Supply TYP Typical ID Inside Diameter V.D. Volume Damper INAC Inaccessible VAV Variable Air Volume LAT(WB) Leaving Air Temp(dry bulb) VFD Variable Frequency Drive LAT(WB Leaving Air Temp(wet bulb) WSHP Water Source Heat Pump CERTIFIED TEST & BALANCE INSTRUMENT CALIBRATION DATA SHEET INSTRUMENT SERIAL NUMBER DATE CALIBRATED DATES OF USE FLUKE 51 TEMPERATURE MEASUREMENT I 6574136 1/5/12 NA FLUKE 80PK 2A IMMERSION 7297 -1 1/5/12 NA FLUKE 8OPK 3A SURFACE 7297 -2 1/5/12 NA FLUKE 322 VOLTAGE/AMPERAGE 85760374 9/3/11 08/02/12 EXTECH R11390 RELATIVE HUMIDITY 09059988 1/5/12 08/02/12 SHORTR1DGE ADM- 860 FLOOW HOOD M01378 8/22/11 08/02/12 MI STICIIT 4401 -11 ROTATIONAL SPEED 85069 9/3/11 08/02/12 TESTO 417 AIR VELOCITY MEASUREMENT 02128816 9/3/11 08/02/12 SHORTRIDGE HDM 300 WATER FLOW MEASUREMENT W98051 4/5/11 NA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 twAc,A_5e, \\•X\ Permit Type: MECHANICAL Permit No. Master Permit No. CC ) p 7 4 kARL a d 2-51-2 OWNER: Name (Fee Simple Titleholder): Matti 11(3-0s1 Address: 11100 RE 2%- ` City: taa 5 r-t5 State: Tenant/Lessee N Phone#: 305— SO Name: f Email: ‘0 La. j M0-\ . P`cr tow- JOB ADDRESS: I1-On Zip: 33%1 Phone#: 305' IC " 30-50 City: Miami Shores County: Miami Dade Folio/Parcel #: lim 3b 0c0004D Is the Building Historically Designated: Yes NO d‹ Flood Zone: CONTRACTOR: Company Name: 1-1)‘\ 'o Phone #: 95 ° 5? 011 Address: 41 5 5.,,Mr.. oS o- pti+Q. City: - vv d-c-A.At State: F9- Zip: 3.110 Qualifier Name: 1• hgrk., kern e_f Phone #: 0141- -2A-7/ State Certification or Registration #: C ftc....C32013G0 Certificate of Competency #: Contact Phone#: C164- 626- 291-11 Email Address: Zip: 33‘b1 DESIGNER: Architect/Engineer: 1. ;II gorte_ lv\ ker r €.. p ln,l(ytrlL, c.vo.l Phone#: - 52+x' Z97I 11Z Value of Work for this Permit: $_ i a 3* Coo Square/Linear Footage of Work: S3 500 " t 1' Type of Work: Address krAlteration ONew Repair/Replace ASIDemolition Description of Work: Deena Qyc,k n PI AC f . new 3ck, 4 McP dn;!1eJ1 „,,A41tr.ser4 c b hK al;o,. epIA'.& AC s 14 Cin;IIod, Ct.IJ. f1c IW% arts;J( m/r jn; +s +e wervtce. :JOOS_ x** ************************* Feess************* ********** * * ***m*** ** ** ** ****** Submittal Fee $ Permit Fee $ 3g / O®0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE 61 a, 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 a reinspection fee will be charged. Signature Owner or Agent / a The foregoing instrument was acknowledged before me this ! 9 day of 20 a, by A. ce Eetuma&a, who is personally known two me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY a i ` otarY Public - State of Florida My Comm. Expires Jul 6, 2014 Commission # DD 972411 4W° at3.0 Bonded Through National Notary Assn. Signature An-4. Contractor The foregoing instrument was acknowledged before !; e this 2,3Pd day of ,20 2-,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: / I '' . s uTPIA*Pires: JACLYN D. HOXIE A ' "' Notary Public - State of Florida ra E. : iiF: "Q My Comm. Expires Nov 19, 2015 x; # ** **COMA SRAM * *#x * * * ** My Co f s Examiner Zoning Structural Review Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk PERMIT MC -3 -12 -542 HAS AN OPEN INVOICE. PLEASE PAY THIS INVOICE BEFORE PRINTING THE INSPECTION WORKSHEET FOR INSPECTION INSP- 171694. 001td tAttkr F;r1°) 0,() Q1910,1h 0,94 June 29, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Florida Energy Efficiency Code For Building Construction EnergyGauge Summit® FIa/Corn201'O, Effective Date: March 15, 2012 -- Form 506 -2010 Prescriptive Compliance for Renovations, Occupancy Change, =etc. PROJECT SUMMARY Short Desc: Existing Dorm Owner: Barry University Addressl: 140 N.W, 115 Street Address2: Enter Address here e Type: Dormitory Description: Barry University Benincasa 1 City: Miami Shores State: Florida Zip: 0 Class: Renovation to existing buildi Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 34290 SF Conditioned & Unconditioned Area: 34290 SF No of Stories: 3 Area entered from Plans 38320 SF Permit No: 0 Max Tonnage 100 If different, write in: 3/26/2012 EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15 2012 Page 1 of 7 Compliance Summary Component Design Criteria Result RENOVATED ENVELOPE PRESCRIPTIVE LIGHTING POWER LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? 11,250.0 PASSES 37,719.0 PASSES PASSES None Entered PASSES PASSES None Entered PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fia/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 2 of 7 CERTIFICATIONS 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Electrical Designer: Lighting Designer Mechanical Designer. Plumbing Designer Reg No: Reg No: Reg No: Reg No: Reg No: Signature is required where Florida Law requires design to be performed by registered design professionals. Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA_LOCKA.tm3) Prescriptive Envelope Compliance Item Zone Description Design Criteria Meet Req. Glass PrOZoI Percent glass Max allowed .000 50,000 Yes Skylights PrOZol Percent Skylight Max allowed .000 5.000 Yes Meets Shell Envelope Requirements -- PASSES 3/26/2012 EnergyGauge Summit® Fla/Com -2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 3 of 7 Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI_OPA LOCKA.tm3) External Lighting Compliance Acronym Description Category TYadable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sqft or ft) Area Design Min Compli- sq.ft) CP CP ance PrOZo l Sp2 7,001 Dormotory Living Quarters 34,290 130 4 PASSES None PASSES Project: Existing Dorm Title: Barry University Benincasa RVAC System Revision Type: Dormitory WEA File: FL_MIAMI_OPA LOCI{A.tm3) Lighting Power Compliance Space Ashrae Description Area Height No. of ID (sq.ft) (ft) Spaces Design W) Effective Allowance W) (W) Pr0Zo1Sp2 7,001 Dormotory Living Quarters 34,290 25.0 1 11250 11250 37,719 Design : 11250 (W) Effective: 11250 (W) Allowance: 37719 (W) Passing requires Design to be at most 100% of Criteria 1 PASSES Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI_OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description ID Area Design Min Compli- sq.ft) CP CP ance PrOZo l Sp2 7,001 Dormotory Living Quarters 34,290 130 4 PASSES PASSES 3/26/2012 EnergyGauge Summit® Fla/Com- 2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page 4of7 Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA.tm3) System Report Compliance PrOSy1 System 1 Constant Volume Two Pipe No. of Units Fan -Coil Built -up System 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria Hance Cooling System Compliance Not Applicable PASSES Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System - Supply Constant Volume PrOSy2 System 2 Constant Volume Packaged No. of Units System-902 2 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 10.00 10.00 10.20 10.10 PASSES 240000 to 760000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.82 PASSES System - Supply Constant Volume I PASSES I' Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI OPA LOCKA,tm3) Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV fiance Open centrifugal, chiller 1 100 6.2 55 7.8 5.9 Water Chilling Pkg PASSES Centrifugal) Elec. Operated Water Cooled 300 Tons Cooling Tower 1 0 38.3 38.2 Open Cooling Tower - PASSES Propeller Fan PASSES 3/26/2012 EnergyGauge Summit® FIa/Com -2010. Section 506.4 Compliant Software. Effective Date; March 15, 2012 Page5of7 EnergyGauge Summit® FIa/Com- 2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 6 of 7 Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI ^OPA LOCKA.tm3) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Reg Ins Compliance inches] Runout? Temp [Btn -in/hr Thick [in] Thick [in] F] .SF.F] Cooling Systems (Chilled Water, Brine 0.25 False 45.00 0.28 2.00 0.50 PASSES and Refrigerant) PASSES EnergyGauge Summit® FIa/Com- 2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 3/26/2012 Page 6 of 7 Project: Existing Dorm Title: Barry University Benincasa HVAC System Revision Type: Dormitory WEA File: FL MIAMI _OPA LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report 506.4.2 Operations Manual 303.3.1, 503.2.9.3, 505.7.4.2 Windows & Doors 502.3.2 Joints/Cracks 502.3.3 Dropped Ceiling Cavity 502.3 HVAC Efficiency HVAC Controls Ventilation ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Motors Lighting Controls 503.2.3 503.2.4 503.2.5 503.2.7.5 503.2.7 503.2.9.1 503.2.8 504 504.7 505.7.5 505.2, 502.3 Input Report Print-Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfmfft2; all other products: 0.3 cfin/ft2 t4/A To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls 414 Minimum efficiencies: Tables 503.2.3(1) -(8) Zone controls prevent reheat (exceptions); separate thermostatic control per zone; Outdoor air supply & exhaust ducts shall have dampers that automatically shut when systems or spaces served are not in use. Exhaust air energy recovery required for cooling systems Exceptions). Duct sizing and Design have been performed to Air ducts, fittings, mechanical equipment & plenum chambers shall E1 be mechanically attached, sealed, insulated & installed per Table 503.2.7.2. Fan power limitations. HVAC distribution system(s) tested & balanced. Report in construction documents. HAC and service hot water. In accordance with Table 503.2.8. Performance requirements in accordance with Table 504.2. Heat trap required. Vapor - retardant or liquid cover or other means proven to reduce heat loss on heated pools; Time switch (exceptions); readily accessible on/off switch. t /A, Motor efficiency criteria have been met EJ Automatic control required for interior lighting in buildings >5,000 ED s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluorescent lamps>30W 14/A 3/26/2012 EnergyGauge Summit® Fla/Com- 2010. Section 506.4 Compliant Software. Effective Date: March 15, 2012 Page7of7 EnergyGauge Summit® v4.00 INPUT DATA REPORT Project Name: Existing Dorm Project Title: Barry University Benincasa HVAC System Revision Building Type: Dormitory Address: 140 N.W. 115 Street Building Classification: Renovation to existing building Enter Address here Project Information Orientation: North State: Florida Zip: 0 Owner: Barry University No.of Stories: 3 GrossArea: 34290 SF 3/26/2012 EnergyGauge Summit® v4.00 1 Zones No Acronym Description Type Area sfl Multiplier Total Area mil 1 PrOZol Zone 1 CONDITIONED 34290.0 1 34290.0 Spaces No Acronym Description Type Depth ft] Width ft] Height Multi ft] plier Total Area sf] Total Volume Id] 3/26/2012 EnergyGauge Summit® v4.00 1 In Zone: PrOZol 1 PrOZo1Sp2 Zo0Sp2 Dormotory Living Quarters 45.00 762.00 25.00 1 34290.0 857250.0 Lighting Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts In Zone: PrOZol In Space: PrOZo1Sp2 1 Compact Fluorescent General Lighting 150 75 11250 Manual On/Off 130 Walls Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R -Value ft] [ft] plier [sf] [Btu/hr. sf. F] Capacity [lblcf] [h.sf.F/Btu] Btu/sf.F] In Zone: Windows No Description Shaded U SHGC Vis.Tra W H ( Effec) Multi Total Area ft] [ft] plier [st] Btu/hr sf F] In Zone: In Wall: 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/eft [Btn/sf. F] [h.sf.F/Btu] In Zone: In Wall: 3/26/2012 EnergyGauge Summit® v4.00 3/26/2012 EnergyGauge Summit® v4.00 Systems Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R -Value ft] [ft] plier [di [deg] [Btu/hr. Sf. F] [Btu/sf. F] [Ib /cf] [h.sf.FBtu] In Zone: No. Of Units 1 Component Category Capacity Efficiency IPLV Skylights No Description Type U SHGC Vis.Trans W 11 (Effec) Multiplier Area Total Area Btu/hr sf F] [ft] [ft] [Sfl [Sfl In Zone: In Roof: 1200000.00 30000.00 0.80 M Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R Value ft] [ft] plier [sf] [Btu/hr. sf. F] IBtu/sf. F] [lb /cfi [h.sf.FBtu] In Zone: 3/26/2012 EnergyGauge Summit® v4.00 Systems PrOSyl System 1 Constant Volume Two Pipe Fan -Coil Built -up System No. Of Units 1 Component Category Capacity Efficiency IPLV I 2 Cooling System Air Handling System - Supply 1200000.00 30000.00 0.80 M 3/26/2012 EnergyGauge Summit® v4.00 PrOSy2 System 2 Constant Volume Packaged System --902 Ext- Lighting No. Of Units 2 Component Category Capacity Efficiency IPLV Watts per Area/Len/No. of units Luminaire [stiff/No] Control Type Wattage Wj 1 Cooling System 2 Air Handling System - Supply 438000.00 5000.00 10.00 0.80 10.20' Piping No Plant Operating Temperature 111 Insulation Nomonal pipe Conductivity Diameter Btu- in/h.sf.F] [m1 Insulation Thickness Iin] Is Runout? Equipment Category Size Inst.No Eff. 2.00 IPLV 1 Open centrifugal, chiller 2 Cooling Tower Cooling Equipment 100.0 [Tons] Cooling Equipment 1 1 6.20 [COP] 38.30 7.80 U Water Heaters W Heater Description Capacit3Cap.Unit UP Rt. Efficiency Loss 3/26/2012 EnergyGauge Summit® v4.00 4 Ext- Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Luminaire [stiff/No] Control Type Wattage Wj Piping No Type Operating Temperature 111 Insulation Nomonal pipe Conductivity Diameter Btu- in/h.sf.F] [m1 Insulation Thickness Iin] Is Runout? 1 Cooling Systems (Chilled Water, Brine and Refrigerant) 45.00 0.28 0.25 2.00 No 3/26/2012 EnergyGauge Summit® v4.00 4 Fenestration Used Name Glass Type No. of Panes Glass Conductance Btu/h.sf.F] SHGC VLT 3/26/2012 EnergyGauge Summit® v4.00 5 Materials Used Mat No Acronym Description Only R -Value RValue Thickness Conductivity Used [hsf.FBtul [ft] [Btu/h.ft.F] Density pb /cf] SpecificHeat Btu/lb.F] u Constructs Used No Name Simple Massless Conductance Heat Capacity Construct Construct [Btu/hsf.F] [Btu/sf.F] Density lb /cf] RValue h.sf.FBtu] Layer Material No. Material Thickness Framing ft] Factor IN 3/26/2012 EnergyGauge Summit® v4.00 5 Profiles 0 501 0 No Classification 201 People 202 Lighting 203 Infiltration 204 Equipment 205 Sources 206 HeatTemp 207 CoolTemp 208 Hot Water Schedule 1,001 Heating Schedule 1,002 Cooling Schedule 1,003 Fan Operation Sche No Classification 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional Null Schedule 2 Fractional NuII Schedule 2 Fractional Null Schedule 202 Set Point 55 201 Set Point 99 2 Fractional Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule 1 ON-OFF Null Schedule 501 ACM- NonRes 201 People 202 Lighting 203 Infiltration 204 205 206 207 208 1,001 1,002 1,003 ACM Nonres 519 507 516 510 2 501 504 522 410 410 513 Equipment Sources HeatTemp CoolTemp Hot Water Schedule Heating Schedule Cooling Schedule Fan Operation Sche ACM Nonres ACM Nonres ACM Nonres ACM Nonres Fractional Nu ACM Nonres ACM Nonres ACM Nonres Always ON Always ON ACM Nonres People Lights Infiltration Equipment II Schedule Heating Cooling Hot Water Fans 3/2612012 EnergyGauge Summit® v4.00 6 Schedules 1 1 On/Off ON-OFF Null Schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr1 ShHrl ShHr1 ShHr1 ShHrl ShHr1 ShHr1 ShHrl 2 2 Fraction Fractional Null Schedule Hourlv Sch. for: Monday Tuesday Wednesday Thursday Friday Saturdav Sunday Holiday 12/31/1989 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 ShHr2 44 44 Absolute SetPt78 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 ShHr179 45 45 Absolute Set Point 70 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 ShHr180 201 201 Absolute Set Point 99 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 ShHr201 202 202 Absolute Set Point 55 Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 ShHr202 3/26/2012 EnergyGauge Summit® v4.00 7 410 410 On /Off Always ON Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 ShHr410 501 501 Absolute ACM Nonres Heating Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr501 ShHr501 ShHr501 ShHr501 ShHr501 ShHr502 ShHr503 ShHr503 504 504 Absolute ACM Nonres Cooling Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr504 ShHr504 ShHr504 ShHr504 ShHr504 ShHr505 ShHr506 ShHr506 507 507 Fraction ACM Nonres Lights Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr507 ShHr507 ShHr507 ShHr507 ShHr507 ShHr508 ShHr509 ShHr509 510 510 Fraction ACM Nonres Equipment Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr510 ShHr510 ShHr510 ShHr510 ShHr510 ShHr511 ShHr512 ShHr512 513 513 On /Off ACM Nonres Fans Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr513 ShHr513 ShHr513 ShHr513 ShHr513 ShHr514 ShHr515 ShHr515 516 516 Fraction ACM Nonres Infiltration Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr516 ShHr516 ShHr516 ShHr516 ShHr516 ShHr517 ShHr518 ShHr518 3/26/2012 EnergyGauge Summit® v4.00 8 519 519 Fraction ACM Nonres People Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr519 ShHr519 ShHr519 ShHr519 ShHr519 ShHr520 ShHr521 ShHr521 522 522 Fraction ACM Nonres Hot Water Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr522 ShHr522 ShHr522 ShHr522 ShHr522 ShHr523 ShHr524 ShHr524 1,001 1,001 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10001 ShHr10001 ShHr10001 ShHr10001 ShHrl0001 ShHr10001 ShHr10001 ShHr10001 1,002 1,002 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10002 ShHr10002 ShHrl0002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 ShHr10002 1,003 1,003 Absolute Absolute null schedule Hourly Sch. for: Monday Tuesday Wednesday Thursday Friday Saturday Sunday Holiday 12/31/1989 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 ShHr10003 3/26/2012 EnergyGauge Summit® v4.00 9 Hourly Schedules Id Acronym Type Values Hours 1 thru 8 Hours 9 - 16 Hours 17 - 24 1 ShHrl On /Off OFF OFF OFF OFF OFF OFF OFF OFF On-Off Null Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 2 ShHr2 Fraction 0 0 0 0 0 0 0 0 Fraction Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 ShHr3 Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 179 ShHr179 Absolute 78 78 78 78 78 78 78 78 Set point 78 F All Day 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 180 ShHr180 Absolute 70 70 70 70 70 70 70 70 Set Point 70 F All Day 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 201 ShHr201 Absolute 99 99 99 99 99 99 99 99 Set point 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 99 202 ShHr202 Absolute 45 45 45 45 45 45 45 45 Set Point 55 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 410 ShHr410 On-Off ON ON ON ON ON ON ON ON Always On schedule ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON ON 411 ShHr411 On/Off OFF OFF OFF OFF OFF OFF OFF OFF Always Off Schedule OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 412 ShHr412 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week Day Summi 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 0.03804 3/26/2012 EnergyGauge Summit® v4.00 10 413 ShHr413 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 Florida Avg. Week Day Winter 0.0686 0.0686 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.0686 0.0686 0.0686 0.0686 0.0686 0.03804 0.03804 414 ShHr414 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Summt 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 415 ShHr415 Absolute 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 Florida Avg. Week End Winter 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 0.03804 501 ShHr501 Absolute 60 60 60 60 60 65 65 70 ACM Nonres Heating Weekda' 70 70 70 70 70 70 70 70 70 70 65 60 60 60 60 60 502 ShHr502 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Saturday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 503 ShHr503 Absolute 60 60 60 60 60 65 65 65 ACM Nonres Heating Sunday 65 65 65 65 65 65 65 65 60 60 60 60 60 60 60 60 504 ShHr504 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Weekday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 505 ShHr505 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Saturday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 506 ShHr506 Absolute 77 77 77 77 77 73 73 73 ACM Nonres Cooling Sunday 73 73 73 73 73 73 73 73 73 73 77 77 77 77 77 77 507 ShHr507 Fraction 0.05 0.05 0.05 0.05 0.1 0.2 0.4 0.7 ACM Nonres Lights Weekday 0.8 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.8 0.35 0.1 0.1 0.1 0.1 0.1 508 ShHr508 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.15 0.25 ACM Nonres Lights Saturday 0.25 0.25 0.25 0.25 0.25 0.25 02 0.2 0.2 0.15 0.1 0.1 0.1 0.1 0.1 0.1 509 ShHr509 Fraction 0.05 0.05 0.05 0.05 0.05 0.1 0.1 0.15 ACM Nonres Lights Sunday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.1 0.1 0.1 0.05 0.05 0.05 0.05 510 ShHr510 Fraction 0.15 0.15 0.15 0.15 0.15 0.2 0.35 0.6 ACM Nonres Equipment Week 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.65 0.45 0.3 0.2 0.2 0.15 0.15 0.15 3/2612012 EnergyGauge Summit@ v4.00 11 511 ShHr511 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Saturi 0.25 0.25 0.25 0.25 0.25 0.25 0.2 0.2 0.2 0.15 0.15 0.15 0.15 0.15 0.15 0.15 512 ShHr512 Fraction 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.2 ACM Nonres Equipment Sundh 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.15 0.15 0,15 0.15 0.15 0.15 0.15 513 ShHr513 On /Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Weekday ON ON ON ON ON ON ON ON ON ON ON ON OFF OFF OFF OFF 514 ShHr514 On /Off OFF OFF OFF OFF OFF ON ON ON ACM Nonres Fans Saturday ON ON ON ON ON ON ON OFF OFF OFF OFF OFF OFF OFF OFF OFF 515 ShHr515 On/Off OFF OFF OFF OFF OFF OFF OFF OFF ACM Nonres Fans Sunday OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF OFF 516 ShHr516 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Weekc 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 517 ShHr517 Fraction 1 1 1 1 1 0 0 0 ACM Nonres Infiltration Saturd 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 518 ShHr518 Fraction 1 1 1 1 1 1 1 1 ACM Nonres Infiltration Sunda 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 519 ShHr519 Fraction 0 0 0 0 0.05 0.1 0.25 0.65 ACM Nonres People Weekday 0.65 0.65 0.65 0.6 0.6 0.65 0.65 0.65 0.65 0.4 0.25 0.1 0.05 0.05 0.05 0 520 ShHr520 Fraction 0 0 0 0 0 0 0.05 0.15 ACM Nonres People Saturday 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.05 0.05 0 0 0 0 521 ShHr521 Fraction 0 0 0 0 0 0 0 0.05 ACM Nonres People Sunday 0.05 0.05 0.05 0.05 0.05 0,05 0.05 0.05 0.05 0.05 0.05 0.05 0 0 0 0 522 ShHr522 Fraction 0 0 0 0 0.1 0.1 0.5 0.5 ACM Nonres Hot Water Weeks 0.5 0.5 0.7 0.9 0.9 0.5 0.5 0.7 0.5 0.5 0.5 0.1 0.1 0.1 0.1 0.1 523 ShHr523 Fraction 0 0 0 0 0 0 0.1 0.2 ACM Nonres Hot Water Saturc 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0 0 0 0 3/26/2012 EnergyGauge Summit® v4.00 12 524 ShHr524 Fraction 0 0 0 0 0 0 0 0.1 ACM Nonres Hot Water Sunda 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0 0 ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 fr### ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ShHr100C Absolute 0 0 0 0 0 0 0 0 Absolute Null Schedule 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3/26/2012 TATE AND COUNTY RULES AND REGULATK. 1V8.iO3:1 11Y HJIM 3DNVIldWOD 011D3f8f1 EnergyGauge Summit® v4.00 13 MECHANICAL PLUMBING ELECTRICAL STRUCTURAL Z Z 0 AI C M CI Q M EnergyGauge Summit® v4.00 13 The Air Conditioning People Since 1936 Hill York 2125 S, Andrews Avenue • Fort Lauderdale, FL 33316 Ph: 954 525.4200 • Fx: 954,763 7548 www.hillyork.com Cooling Tower Make Up & Bleed Calculations Basic Parameters Recirculation Rate R Design Temperature delta T Drop Across Tower Cycles of concentration c Drift Losses D Leakage Losses L Evaporation Rate e Load Factor When Operating LF Operating Hours per Day Operating Days per Week Operating Weeks per Year hpd dpw wpY Enter Data Here V V 7.0 0.005% 0.001% 0.100% 60% 16 52 Over a 12 Month Period, These are the Dai y Averages Makeup Water Rate MW Evaporation Rate Bleed Rate Drift Loss estimate Leakage Loss estimate gallons per minute degrees Fahrenheit as a default value, use 10 Specify value (5 to */ typically use 0.00005 (0.005 %) typically use 0.00001 (0.001%) typically use 0.001 (0.1%) example, enter 80% as 0.80 hours days weeks 4,838 gallons per day (average) E 4,147 gallons per day (average) B 639 gallons per day (average) D 43 gallons per day (average) L 9 gallons per day (average) Jobname: Barry University Mass Balance (In gallons per day) When Operating; Figures Based on a Load Factor of 60% D= 43 E = 4,147 MW = 4,838 R= 1,296,000 gallons/day B =639 page 1of 1 Cooling tower Bleed Calculations.xls Note: Based on the above calculations for the new 300 ton cooling tower system the maximum required domestic make up water is 4,838 gallons per day. The required maximum discharge from the cooling tower to the sanitary drain is 639 gallons per day. 3/22/2012 ERMIT #: MIAMI SHOPF°. ZONING PLUMBING ECHANICAL BLDG. 7,ii9JECT TO COMPLIANCE MTH ALL FEDERAL ATE AND COUNTY RULES AND RECUIATIONS 4 Right -Suite Commercial Load Calculation Typical Dorm Room Job: March 23, 2012 Project Information For: Barry Existing Dorms Zone: Typical Dorm Room (Ft. ' - LWH: 325.0 x 1.0 x 8.5 1. DESIGN CONDITIONS - COOLING ( Jul 1800 ) Outdoor Conditions Indoor Conditions TOD Correction Difference Dry Blb RH Moisture Range Wet Blb 91 53 11 77 75 50 63 2 16 51.8 Mult = 1.0 J - 2. GLAZING SOLAR HEAT GAIN (Lat = 25.82 °N Const Wt = M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens/A Sens GLAZ 1 n 0 90 - N 0.80 0,75 0.0 0 GLAZ 1 s 0 90 - N 1.00 0.94 0.0 0 GLAZ 1 e 0 90 - N 1.00 0.94 0.0 0 GLAZ 1 w 15 90 --- N 0.80 0.75 86.5 1298 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Grp CLTD Shad CIr Sens GLAZ 1 n 0 0 1.040 17.4 N 0 GLAZ 1 s 0 0 1.040 17.4 N 0 GLAZ 1 e 0 0 1.040 17.4 N 0 GLAZ 1 w 15 15 1.040 17.4 N - 271 WALL 1 n 0 0 0.377 C 20.4 N D 0 WALL 1 s 0 0 0.377 C 20.9 N M 0 WALL 1 e 0 0 0.377 C 30.3 N M 0 WALL 1 w 135 120 0.377 C 29.4 N D 1330 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 15.7 - 0 ROOF 1 325 325 0.060 RC-8 44.4 D 866 Right Sufte Commercial 5.8.21 RSC50966 H:1Drawings1 EnconlWrightsoft HVAC{Barry Fads Dorms.rsc 2012- r-22 09:20:59 Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh/prsn Btuh/prsn Dorm 0 2 2 230 190 460 380 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W/ft2 W W Btuh/W Tract Fluorescent 0.50 0 163 4.10 1.0 666 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 f2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule #/ft2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Cliff 15.7 x 1.10 0 x Moist. Diff 51.8 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 4892 380 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 4892 L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 4892) / ( 1.10 x 23.0 ) = 193 Actual Cooling Fan > = 668 Right-Suite Commercial 5.8.21 RSC50866 2012- Mar -22 0920:59 H:1Draw ngsj_Encon\W rightsoft HVAC1Bany Exist Dorms.rsc Page 2 9. VENTILATION 0 cfm x db Temp Diff x Moist. Diff 15.7 x 1.10 0 51.8 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 0 666 0 0 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 4892 380 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (inside DB - Outside DB) = ( 70 - 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 0 0 1.100 GLAZ 1 s 0 0 1.100 GLAZ 1 e 0 0 1.100 GLAZ 1 w 15 15 1.100 WALL 1 n 0 0 0.377 WALL 1 s 0 0 0.377 WALL 1 e 0 0 0.377 WALL 1 w 135 120 0.377 PART 1 - 0 0 0.405 FLOR 1 0 0 0.280 ROOF 1 325 325 0.060 HTD 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24 Mult = 1.0 ] - Loss 0 0 0 396 0 0 0 1086 0 0 468 15. INFILTRATION 14 cfm x db Temp Diff 24.0 1.10 16. SUBTOTAL HEATING LOAD FOR SPACE Loss 364 2314 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 18. VENTILATION 0 cfm x db Temp Diff 24.0 x 1.10 0 19. HUMIDIFICATION Inside RH desired of Glazing panes 14 cfm x 1.48 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane g/100cfm /d = 0.2 gpd 75 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 0 Right Suite commeroiel 5.821 RSC50965 H :1DrawingsLEncon Wrightsoft HVAC%Barry Exist Dorms.rsc 2012- Mar-22 09 :20:59 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 2389 Right -Suite Commercial 5.8.21 RSC50986 2012-Mar-22 09:20::59 H:1Drawings1 EnconlWrightsoft HVAC1Barry Exist Dorms tsc Page 4 Right -Suite Commercial Load Calculation Typical Lounge Job: March 23, 2012 Project Information For: Barry Existing Dorms Zone: Typical Lounge (r4.0- LWH: 325.0 x 1.0 x 8.5 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference Jul 1800 ) Dry Bib RH Moisture Range Wet BIb 91 53 11 77 75 50 63 2 16 51.8 2. GLAZING SOLAR HEAT GAIN (Lat = 25.82 °N , Const Wt Mult = 1.0 ] - M ) Type Orien Area Tilt ShdF IntShd SCMuIt SC Sens/A Sens GLAZ 1 n 0 90 N 0.80 0.75 0.0 0 GLAZ 1 s 0 90 --- N 1.00 0.94 0.0 0 GLAZ 1 e 0 90 -- N 1.00 0.94 0.0 0 GLAZ 1 w 30 90 --- N 0.80 0.75 86.5 2596 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uvai Grp CLTD Shad Clr Sens GLAZ 1 n 0 0 1.040 17.4 N - 0 GLAZ 1 s 0 0 1.040 17.4 N - 0 GLAZ 1 e 0 0 1.040 17.4 N - 0 GLAZ 1 w 30 30 1.040 17.4 N - 543 WALL 1 n 0 0 0.377 C 20.4 N D 0 WALL 1 s 0 0 0.377 C 20.9 N M 0 WALL 1 e 0 0 0.377 C 30.3 N M 0 WALL 1 w 288 258 0.377 C 25.3 N M 2463 PART 1 - 0 0 0.405 15.0 D 0 FLOR 1 0 0 0.280 15.7 - 0 ROOF 1 626 625 0.060 RC-8 44.4 D 1665 Right-Suite Commercial 5.821 RSC50986 2012 - Mar -22 09:20:59 H :%Drawing&Encon%Wrightsoft HVACtBarry Exist Dorms.rsc Page 1 4. INTERNAL HEAT GAIN Sens Latent PEOPLE Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh/prsn Btuh/prsn Dorm 0 10 10 230 190 2300 1900 AlwaysOn 0 0 0 0 0 0 0 LIGHTS Type Total Factor Space Schedule W /ft2 W W Btuh/W fract Fluorescent 1.50 0 488 4.10 1.0 1999 AlwaysOn Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 Fluorescent 0.00 0 0 4.10 1.0 0 PLUG LOADS / APPLIANCES Application Usage Total Sensible Latent Schedule Btuh Btuh fft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 Ift2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 ft2 # 0.000 0.00 1.00 0 0 0 0 0 MOTORS Power (hp) Load Total Sensible Schedule #Ift2 # factor Btuh 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 0.00 0.0 0 1.00 0 0 0 5. INFILTRATION Sens Latent 0 cfm > x db Temp Diff 15.7 x 1.10 0 x Moist. Diff 51.8 x 0.69 0 6. SUBTOTAL COOLING LOAD FOR SPACE 11566 1900 7. SUPPLY DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan = 11566 L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 11566) / ( 1.10 x 23.0 ) = 457 Actual Cooling Fan > = 1579 Right -Suite Commercial 5.8.21 RSC50988 HADrawingsLEncon \Wdghtsoft HVACIBarry Exist Dorme.rsc 2012-Mar-22 09:20:59 Page 2 9. VENTILATION 0 cfm x db Temp Diff x Moist. Diff 15.7 x 1.10 51.8 x 0.69 0 10. RETURN AIR LOAD FROM LIGHTING AND ROOF Lights Total power ( W ) RA Roof Load from Line 3 ( +) RA Ceiling Load Credit from Line 3 ( -) 11. RETURN DUCT HEAT GAIN Gain factor 0.00 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 11566 1900 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) ( 70 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval GLAZ 1 n 0 0 1.100 GLAZ 1 s 0 0 1.100 GLAZ 1 e 0 0 1.100 GLAZ 1 w 30 30 1.100 WALL 1 n 0 0 0.377 WALL 1 s 0 0 0.377. WALL 1 e 0 0 0.377 WALL 1 w 288 258 0.377 PART 1 - 0 0 0.405 FLOR 1 - 0 0 0.280 ROOF 1 625 625 0.060 24 Mutt = 1.0 ] - HTD Loss 24,0 0 24.0 0 24.0 0 24.0 792 24.0 0 24.0 0 24.0 0 24.0 2334 24.0 0 24.0 0 24.0 900 15. INFILTRATION 14 cfm x db Temp Diff 24.0 x 1.10 Loss 364 16. SUBTOTAL HEATING LOAD FOR SPACE 4391 17. SUPPLY DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss 18. VENTILATION 0 cfm x db Temp Diff 24.0 x 1.10 0 19. HUMIDIFICATION Inside RH desired of Glazing panes 32.0 (Max = 32.0 for 1 pane 1.0 (Max = 52.0 for 2 pane 14 cfm x 1.48 g/100cfm /d = 0.2 gpd 75 20. RETURN DUCT HEAT LOSS Loss factor 0.00 x Line 16 Loss Right-Suite Common:hid 5.821 RSC50988 H:IDrawings1 EncontWrightsof HVACIBarryExfst Dorms.rsc 2012- Mar -22 09 :20:59 Page 3 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) PERMIT it: MIAMI SHORES VILLAGE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGi•sLATIt..1a. 4466 Right-Suite Commercial 5:821 RSC50966 H:\Drawingss Encon1Wrightsoft HVACcBarry Exist Dorms= 2012- Mar -22 09::20:59 Page 4