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MC-12-981l2 Loren 2-0 U9PIL)--0 INZ��'I,� PERMIT APPLICATION 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 } EC IVED MAY 2 4012 FBC 20 1 Permit No. Master Permit No. C I z. �? Permit Type: MECHANICAL A,,1 JOB ADDRESS: / i/ 3 O N a A� A" v � a CF"1)-b 1q*) City: Miami Shores County: Miami Dade Zip: 331 61 Folio/Parcel #: if. at 36° a o 0)6-0 Is the Building Historically Designated: Yes NO V Flood Zone: OWNER: Name (Fee Simple Titleholder): &MIN, U 1U Gas (T''( Phone#: 30E gqet° 3q Address: 0/ 300 A& -1,3-1) AueNN me city: Aft Arm i Sitcriz State: Zip: 3r5/ 6S Tenant/Lessee Name: Phone#: Email: SyA-0 @ (ML a BbR2Y , Fr'D eA._ CONTRACTOR: Company Name: CO fl-T�(i IJ lI 6 4/)a/ (4 Address: p l2 �,4 6W t7,1 Ave AAA A Ai l State: Qualifier Name: 1-c Z.-0 o State Certification or Registration #: C. Contact Phone#: Phone#: ` � - X56 ,00/16 Zip: 3 -Q .g� Phone #: Certificate of Competency #: �� (� 1 67 Q�� 46;' Email Address: L-ferVJAPP6Z 660/%T a6VA/ i62/6i1��'/�io i l DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ®' 0 0 Square/Linear Fo�tage of Work: � r 0a)...-(..) Type of Work: UAddress DAlteration UNew LlRepair/Replace Demolition Description of Work: / 64 46 st// f 4/ t i % 71y A i-7- A- J4.e: v p v .: 30S 2510 - 00414f Submittal Fee .. ?. Permit Fee $ /``"' CCF $_ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Tr ini_n_g/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ —77A—/-C° TOTAL FEE NOW DUE $ J ' 421 WA 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 /10/4 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 exceedi g $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure whose property is subject to attachment. Also, a certified copy of the recorded notice of co for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be approve a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 7 day of f f AY , 20'� , by kaki bD'N JO-' who is personally known to me or who has produced As identification and who did take an oath. NOTAR LIC: My Commission Expire APPROVED BY Signature 1 elivered to the person posted at the job site ch posted notice, the Contract The foregoing 'instrument was acknowledged before me this 2), day of i , 20 Q by tiff:treA Fe: do who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: epHU�ej ' oe Jonathan Cuesta -$ ! �cCOMMISSION #EE041198 iaFv.'ol . EXPIRES: NOV. 09, 2014 pOF Ftece� WWW.AAR0NN0TARY.COm' Anna . ak.. ..nk....i skM�+ N.... �k��k�k�kN��k�k+ k�hN�d��k�N�N+ kN�tl��k�k�k+# N�N��k�k�N�knk�NK��k�N.... �A�k�k�kN��k +kK�N��N�kN�H�+k�N�N.�k... L�. iP 1Examiner Zoning Structural Review Clerk Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: DATE: 02) 12 96 1 I, C,1-% Contractor Owner J Architect Cm is es up s- of plans and (oth Address: (ndF MI 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 contin .ermitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: R ENGINEERS RECEIVED. JUN 2 2 2012 Mechanical Comment Responses 1. Item 1 and 2: We can send it to Fire and Derm once we receive the new revisions. 2. Item 3: We will submit our GC License with the application. 3. Item 4: We need the engineer to make the corrections from the plans. We will scan and email these comments to you tomorrow. 4. Item 5: This item must be discussed with Norman. TWR Response: All of the existing ceilings are 6'40" the Code requires 7' -0" but we cannot raise the ceilings because the units and ductwork are tight to the slab. We are not building any soffits, since they are not needed and are not on the ceiling plan. The new acoustical must remain at the same height because otherwise, it will conflict with the door frames. Please confirm that this can be reflected on the next revision for the building department. A note was added to provide a metal gauge, refer to Sheet ME -3. 5. Item 6: Engineer to provide typical fire penetration details. TWR Response: Fire stopping Detail is shown on Sheet M-8. The demising wall between the units are 1 HR fire rated as per the as -built drawings, refer to Sheet ME-3. The mechanical plan calls for fire stopping for all piping wall penetrations, refer to Sheets M -5 & M -6. 6. Item 7: Engineer to provide details and information requested. TWR Response: Piping on the exterior above grade are being concealed with a break metal enclosure, refer to note on Sheet M-5. 7. Mechanical Critique: Need heat Toad calculations. TWR Response: Heat load calculations are provided. See attached calculations. 12915 SW 132nd St.. Ste. 11 Miami, Fl 33189 P. 305 -670 -0820 1 F. 305 - 233 -9453 1 W. www.twrengineers.cam F:\PROJ\116303 Barry University - Flood Hall - Fan Coil Unit Ra rovation \Correspondance\Mechanic al Comment Responses.docx Permit No: 12 -981 Job Name: June 6, 2012 Miami Shores Viiiage 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 i ) Provide approval from Miami Dade Fire. Provide approval from Miami Dade County DERM. Provide all permit applications prior to any further review.A building application is / required with a licensed GC. 4) Provide corrections for Mechanical. 5) The minimum ceiling height for the bathrooms is 7 -0 ". The plans include soffit details but the ceiling plan does not show any soffits. Details must include gauge and spacing for supports and all fastening details. Ceiling must be supported at less than 12 spans or provide specification of ceiling system. 6) Provide fire rated penetration details with tested rated assemblies. Identify the fire rated walls on the floor plan including the hourly rating. 7) Identify the enclosure at the exterior of the building for the riser. Pipe on the exterior above grade must be concealed. 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 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: Date: Permit #: Mechanical Critique Sheet 30 la i� VlXeOL btect7t- lioo --E�- CIrI �Ua�- Review Completed by: Jan Pierre Perez Chief Mechanical Inspector 06/07/2012 10:41 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 ******** * ************ *lc* TX REPORT **$ *xc******************* TRANSMISSION OK TX /RX NO 2635 RECIPIENT ADDRESS 93052560044 DESTINATION ID ST. TIME 06/07 10:40 TIME USE 00'46 PAGES SENT 3 RESULT OK LJNE\JE.s 1-ty NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ONME JOB SITE ATTIME OFFIBST VSPEMINI PERMIT NO. TAX FOLIO NO. //- 2/36 - 000 -0050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements wN be trade to certain real property; and in accordance w t Chapter 713, Florida Statutes, the following information is provided In this Notice of Convnen ement 11111111111111111111111111111111 1111111111111 CFN 2012R0401+. 24 OR Bk 28139 Ps 3891; Tips) RECORDED 06/07/2012 09:04:25 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for me of recording office 1, � i of pmpeutyandstreet/addmss:= Barry University, 1130_0 NE:.2nd. Ave Miami FL 33161 2. Description of Empravernent F 00 J 3.Owmer(s)nan>aandaddress: Barry University, 11300 NE 2nd Ave. MS. FL 33161 Interest in property: Name and address of fee asimmplee tdWei older: �� B hmanber: Emerald Construction, 1086 NW 1st CT. a.. an a e sac , FL 33009 5. Surety (Payment band requhed by owner from contractor: if any) Name, address and phone cumber Amount of bond $ 6. Lender's name and address;, 7. Person adthi.{n� /tin of Florida designated by Owner upon whom notices or other documents eats may be served as provided by Section 713.13(1X8)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided to Sermon 713.13(1)G . Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Convnencem nt (he opkation Weis 1 year from the date of recording yaws a Merced date isspedfied) WARNING TOOWNHk ANY PAYMENT'S MADE SY THE OWNER AFTERTHEEXPIRATIONOFTHENOT =OF COMMENCEMENTARECONSIDEt BAPS 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, CONSULTVVETH YOUR LENDER OR AN ATTORNEY BED COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. SIgnatu r e(s) of Owner(s) or ' A thorized Officer/Director/PartnedManager Prepared By ,Prepared By Print Name Print Name Title/Office 11itie/Otfice. STATE OF FLORIDA COUNTY OF MIAMI-DADE The f��jg iAA ear �(Jj��//►► ty or7v41) V 4?. X1 Personally known, or U produced the fofowing type of Signature of Notary Public: before me this 306 day for 1.= Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -1 06/13/2012 10:43AM Air System Information Air System Name AC -U `i�7urnberlof zones 1 Equipment Class SPLT U loor Area 610.0 ft2 J Air System Type SZ AV u Z01ocationi Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coll Sizing Data Total coil load 1.2 Tons Load occurs at Jun 1700 Total coil Toad 14.3 MBH OA DB / WB 88.9 / 76.7 °F Sensible coil load 12.6 MBH Entering DB / WB 77.2 / 66.0 °F Coil CFM at Jun 1700 700 CFM Leaving DB / WB 60.5 / 59.5 °F Max block CFM 700 CFM Coil ADP 58.7 °F Sum of peak zone CFM 700 CFM Bypass Factor 0.100 Sensible heat ratio 0.885 Resulting RH 55 % ft2/Ton 512.9 Design supply temp. 58.0 °F BTU /(hr -ft2) 23.4 Zone T -stat Check 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 2.5 MBH Load occurs at Des Htg Coil CFM at Des Htg 700 CFM BTU /(hr -ft2) 4.1 Max coil CFM 700 CFM Ent. DB / Lvg DB 69.7 / 73.0 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 700 CFM Fan motor BHP 0.10 BHP Standard CFM 700 CFM Fan motor kW 0.08 kW Actual max CFM/ft2 1.15 CFM/ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 Air System Sizing Summary for AC- UNIT -2 (TYPICAL OF 2) Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -2 (TYPICAL OF 2) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Central Cooling Coil Sizing Data Total coil Toad 1.2 Tons Total coil load 14.0 MBH Sensible coil load 12.4 MBH Coil CFM at Jul 1600 670 CFM Max block CFM 670 CFM Sum of peak zone CFM 670 CFM Sensible heat ratio 0.883 ft2/Ton 523.0 BTU /(hr -ft2) 22.9 Water flow © 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 1.6 MBH Coil CFM at Des Htg 670 CFM Max coil CFM 670 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 670 CFM Standard CFM 670 CFM Actual max CFM/ft2 1.10 CFM /ft2 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft2 0.00 CFM/ft2 Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1600 OA DB / WB 90.7 / 76.9 °F Entering DB / WB 77.2 / 65.8 °F Leaving DB / WB 60.1 / 59.0 °F Coil ADP 58.2 °F Bypass Factor 0.100 Resulting RH 55 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 2.6 Ent. DB / Lvg DB 69.9 / 72.1 °F Fan motor BHP 0.10 BHP Fan motor kW 0.07 kW Fan static 0.50 in wg CFM/person 0.00 CFM/person Hourly Analysis Program v.4.3 Page 1 of 1 Air System Sizing Summary for AC- UNIT -10 (TYPICAL OF 7) Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -10 (TYPICAL OF 7) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 1.1 Tons Total coil Toad 13.1 MBH Sensible coil Toad 11.4 MBH Coil CFM at Oct 1400 626 CFM Max block CFM 626 CFM Sum of peak zone CFM 626 CFM Sensible heat ratio 0.874 ft2/Ton 559.7 BTU /(hr -ft2) 21.4 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 1.4 MBH Coil CFM at Des Htg 626 CFM Max coil CFM 626 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 626 CFM Standard CFM 626 CFM Actual max CFM/ft2 1.03 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft2 0.00 CFM/ft2 Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Oct 1400 OADB /WB 86.7 /74.9 °F Entering DB / WB 77.3 / 66.0 °F Leaving DB / WB 60.3 / 59.3 °F Coil ADP 58.5 °F Bypass Factor 0.100 Resulting RH 55 Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 2.3 Ent. DB / Lvg DB 69.9 / 72.0 °F Fan motor BHP 0.09 BHP Fan motor kW 0.07 kW Fan static 0.50 in wg CFM/person 0.00 CFM /person Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -12 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -12 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space Toads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil Toad 1.3 Tons Load occurs at Sep 1600 Total coil Toad 15.6 MBH OA DB / WB 88.7 / 75.9 °F Sensible coil Toad 14.0 MBH Entering DB / WB 77.2 / 65.8 °F Coil CFM at Sep 1600 774 CFM Leaving DB / WB 60.4 / 59.4 °F Max block CFM 774 CFM Coil ADP 58.6 °F Sum of peak zone CFM 774 CFM Bypass Factor 0.100 Sensible heat ratio 0.895 Resulting RH 55 % ft2/Ton 468.4 Design supply temp. 58.0 °F BTU /(hr -ft2) 25.6 Zone T -stat Check 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 2.6 MBH Load occurs at Des Htg Coil CFM at Des Htg 774 CFM BTU /(hr -ft2) 4.2 Max coil CFM 774 CFM Ent. DB / Lvg DB 69.7 / 72.8 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 774 CFM Fan motor BHP 0.11 BHP Standard CFM 774 CFM Fan motor kW 0.08 kW Actual max CFM/ft2 1.27 CFM/ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM /person CFM/ft2 0.00 CFM /ft2 Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -13 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -13 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 750.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil Toad 1.6 Tons Load occurs at Jan 1500 Total coil load 19.5 MBH OA DB / WB 81.0 / 71.0 °F Sensible coil load 17.9 MBH Entering DB / WB 77.1 / 65.6 °F Coll CFM at Jan 1500 985 CFM Leaving DB / WB 60.3 / 59.2 °F Max block CFM 985 CFM Coil ADP 58.5 °F Sum of peak zone CFM 985 CFM Bypass Factor 0.100 Sensible heat ratio 0.916 Resulting RH 55 % ft2/Ton 461.4 Design supply temp. 58.0 °F BTU /(hr -ft2) 26.0 Zone T -stat Check 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 1.2 MBH Load occurs at Des Htg Coil CFM at Des Htg 985 CFM BTU /(hr -ft2) 1.6 Max coil CFM 985 CFM Ent. DB / Lvg DB 70.0171.1 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 985 CFM Fan motor BHP 0.14 BHP $tandard CFM 985 CFM Fan motor kW 0.11 kW Actual max CFM /ft2 1.31 CFM /ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -20 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -20 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coll Sizing Data Total coil Toad 1.3 Tons Load occurs at Jul 1600 Total coil load 15.9 MBH OA DB / WB 90.7 / 76.9 °F Sensible coil load 14.3 MBH Entering DB / WB 77.2 / 65.9 °F Coil CFM at Jul 1600 791 CFM Leaving DB / WB 60.5 / 59.4 °F Max block CFM 791 CFM Coil ADP 58.6 °F Sum of peak zone CFM 791 CFM Bypass Factor 0.100 Sensible heat ratio 0.897 Resulting RH 55 % ft2/Ton 459.4 Design supply temp. 58.0 °F BTU /(hr -ft2) 26.1 Zone T -stat Check 1 of 1 OK Water flow 6 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 3.0 MBH Load occurs at Des Htg Coil CFM at Des Htg 791 CFM BTU /(hr -ft2) 5.0 Max coil CFM 791 CFM Ent. DB / Lvg DB 69.5 / 73.1 °F Water flow tya 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 791 CFM Fan motor BHP 0.12 BHP Standard CFM 791 CFM Fan motor kW 0.09 kW Actual max CFM/ft2 1.30 CFM /ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 Air System Sizing Summary for AC- UNIT -21 (TYPICAL OF 2) Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers 06/13/2012 10:43AM Air System information Air System Name AC- UNIT -21 (TYPICAL OF 2) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 1.3 Tons Total coil Toad 15.1 MBH Sensible coil load 13.5 MBH Coil CFM at Jul 1600 737 CFM Max block CFM 737 CFM Sum of peak zone CFM 737 CFM Sensible heat ratio 0.891 ft2/Ton 484.1 BTU /(hr -ft2) 24.8 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 1.7 MBH Coil CFM at Des Htg 737 CFM Max coil CFM 737 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 737 CFM Standard CFM 736 CFM Actual max CFM/ft2 1.21 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft2 0.00 CFM/ft2 Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1600 OADB /WB 90.7 /76.9 °F Entering DB / WB 77.2 / 65.8 °F Leaving DB / WB 60.3 / 59.2 °F Coil ADP 58.4 °F Bypass Factor 0.100 Resulting RH 55 Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 2.8 Ent. DB / Lvg DB 69.5/71.7 °F Fan motor BHP 0.11 BHP Fan motor kW 0.08 kW Fan static 0.50 in wg CFM/person 0.00 CFM /person Hourly Analysis Program v.4.3 Page 1 of 1 Air System Sizing Summary for AC- UNIT -29 (TYPICAL OF 7) Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -29 (TYPICAL OF 7) Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 1.2 Tons Total coil load 13.8 MBH Sensible coil load 12.2 MBH Coil CFM at Oct 1400 676 CFM Max block CFM 676 CFM Sum of peak zone CFM 676 CFM Sensible heat ratio 0.881 ft2/Ton 530.0 BTU /(hr -ft2) 22.6 Water flow 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 2.3 MBH Coil CFM at Des Htg 676 CFM Max coil CFM 676 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 676 CFM Standard CFM 675 CFM Actual max CFM/ft2 1.11 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/ft2 0.00 CFM/ft2 Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Oct 1400 OADB /WB 86.7/74.9 °F Entering DB / WB 77.3 / 66.0 °F Leaving DB / WB 60.6 / 59.5 °F Coil ADP 58.7 °F Bypass Factor 0.100 Resulting RH 56 % Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 3.8 Ent. DB / Lvg DB 69.9 / 73.1 °F Fan motor BHP 0.10 BHP Fan motor kW 0.07 kW Fan static 0.50 in wg CFM/person 0.00 CFM /person Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -30 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -30 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space Toads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 1.3 Tons Load occurs at Jul 1400 Total coil load 15.3 MBH OA DB / WB 90.7 / 76.9 °F Sensible coil load 13.7 MBH Entering DB / WB 77.1 / 65.8 °F Coil CFM at Jul 1400 754 CFM Leaving DB / WB 60.4 / 59.3 °F Max block CFM 754 CFM Coil ADP 58.5 °F Sum of peak zone CFM 754 CFM Bypass Factor 0.100 Sensible heat ratio 0.893 Resulting RH 55 % ft2/Ton 478.7 Design supply temp. 58.0 °F BTU /(hr -ft2) 25.1 Zone T -stat Check 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 3.3 MBH Load occurs at Des Htg Coil CFM at Des Htg 754 CFM BTU /(hr -ft2) 5:4 Max coil CFM 754 CFM Ent. DB / Lvg DB 69.8 / 73.9 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 754 CFM Fan motor BHP 0.11 BHP Standard CFM 754 CFM Fan motor kW 0.08 kW Actual max CFM/ft2 1.24 CFM /ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM /person CFM/ft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 ■ Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -31 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -31 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 610.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Spade CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 1.4 Tons Load occurs at Jul 1700 Total coil Toad 16.9 MBH OA DB / WB 89.9 / 76.7 °F Sensible coil load 15.3 MBH Entering DB / WB 77.2 / 65.9 °F Coil CFM at Jul 1700 852 CFM Leaving DB / WB 60.6 / 59.5 °F Max block CFM 852 CFM Coil ADP 58.8 °F Sum of peak zone CFM 852 CFM Bypass Factor 0.100 Sensible heat ratio 0.903 Resulting RH 55 % ft2/Ton 432.9 Design supply temp. 58.0 °F BTU /(hr -ft2) 27.7 Zone T -stat Check 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 3.0 MBH Load occurs at Des Htg Coil CFM at Des Htg 852 CFM BTU /(hr -ft2) 4.8 Max coil CFM 852 CFM Ent. DB / Lvg DB 69.6 / 72.8 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 852 CFM Fan motor BHP 0.12 BHP Standard CFM 852 CFM Fan motor kW 0.09 kW Actual max CFM/ft2 1.40 CFM/ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM /person 0.00 CFM /person CFWft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 Project Name: FLOOD HALL BLGD Prepared by: TWR Engineers Air System Sizing Summary for AC- UNIT -32 06/13/2012 10:43AM Air System Information Air System Name AC- UNIT -32 Equipment Class SPLT AHU Air System Type SZCAV Number of zones 1 Floor Area 750.0 ft2 Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil Toad 1.7 Tons Load occurs at Nov 1400 Total coil load 20.6 MBH OA DB / WB 83.7 / 73.9 °F Sensible coil load 19.0 MBH Entering DB / WB 77.2 ! 65.7 °F Coil CFM at Nov 1400 1053 CFM Leaving DB / WB 60.5 / 59.4 °F Max block CFM 1053 CFM Coil ADP 58.7 °F Sum of peak zone CFM 1053 CFM Bypass Factor 0.100 Sensible heat ratio 0.920 Resulting RH 55 ft2/Ton 436.9 Design supply temp. 58.0 °F BTU /(hr -ft2) 27.5 Zone T -stat Check 1 of 1 OK Water flow 0 10.0 °F rise N/A Max zone temperature deviation 0.0 °F Central Heating Coil Sizing Data Max coil load 2.2 MBH Load occurs at Des Htg Coil CFM at Des Htg 1053 CFM BTU /(hr -ft2) 2.9 Max coil CFM 1053 CFM Ent. DB / Lvg DB 70.1 / 72.0 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 1053 CFM Fan motor BHP 0.15 BHP Standard CFM 1052 CFM Fan motor kW 0.11 kW Actual max CFM/ft2 1.40 CFM/ft2 Fan static 0.50 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/ft2 Hourly Analysis Program v.4.3 Page 1 of 1 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 RECEIVED MAC - ZU1Z FBC 20 1,0 BUILDING Permit No. L 12 —9 PERMIT APPLICATION Master Permit No. rn Permit Type: Electrical /13 00 t(& aai) AVG/1/4)u.e (oob /d ArL) City: Miami Shores County: Miami Dade Zip: 331 6 0 Folio/Parcel #: / fr f 3 6 m crtfb ° fd$ S® Is the Building Historically Designated: . Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): /M( 1LO I 0 Ge s (7if Phone#: 3 os-- 3 q' - 3qq r Address: l/ S 300 A4 & a AJ1 ki) a-- City: Mr ilwit st- 0I2 5s State: F1-- Zip: 3%14Q Tenant/Lessee Name: Phone #: Email: a- yA4O @ /glen- 4 &limy. 6-b ti( CONTRACTOR: Company Name: PRO Sz e t 6cfi C Address: ,fito $W YIt A) 3uLi , ftiiii 01. City: Mai* (1 d State: Awe. Zip: 33 Q'7 C, /� Qualifier Name: A I M647.1 b0 tG013 Phone#: n6-1,111-4-06- State Certification or Registration #: 6C- 0000 q-06- Certificate of Competency #: JOB ADDRESS: Phone#:' - itg6" 307 -4a9 Contact Phone #: 7 $6" 307-q Email Address: 4 • terom PIto srM etze.T/ J c 4 e- • C DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 10 O® Square/Linear Footage of Work: Type of Work: ❑Address iteration ❑New ❑Repair/Replace UDemolition Description of Work: C-o,- ;nerd- A /C- urak -s- 0 A l-pcp_, L i f l-4' '.S ot, 6/ ,00.,.-1 1- o o **** ***: x***** ******m******:x********* * ** Fees**** ******** ***** **m ******* ***************** Submittal Fee �y�,rw ; ,. Permit Fee $�� l� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3251 • ate--) Bonding Company's Name (if applicable) Ai/A- 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 issu,. In the absence of such posted notice, the inspection will not be approved a i ' reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of "-` , 20 ), by gaPiCh a vv who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor The foregoing instrument was acknowl- :ed before me this 23 day of / *1 ,20 d 2-; by /4fl4' LQ,Ctii who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB d Sign: , — — j - -- / Si. My Cominiss-sia.lion :...4.7i4.10(comJopinmR athan Cuest a Print:ilsr4�iia+E� �. _ U 'nt: My Commission Exp. ISSIONEE041198 - �ES; NOV, 09, 2014 ', WWW.AARONNoTAR: m **** �x: x�x�xa: �x�x�x�x�x: x�x ***** *** * *�x�x�x�x�x�x** **** *** :**** �x�x�x�x�x�xx: �x* �x�: �x: x�x�x: x�x* �xs: �xn��xx�x��x+ x* �x�x�x�xa�* x��x�x�x ** **�x�x�x ****�x *�x�x�x** ***wF Plans Examiner Zoning APPROVED BY Structural Review Clerk (Revised 3 /12/201.2)(Revised 07 /10107)(Revised 06 /10/2009)(Revised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 12---91,14 inspection Number: INSP - 176785 'Scheduled Inspection Date: August 06, 2012 Inspector: Devaney, Michael Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Flood Hail Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: PROSTAR ELECTRICAL CONTRACTOR INC Permit Number: EL -5 -12 -982 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1129360010160 -19 Phone: (786)307 -4295 Building Department Comments REPLACE SPLIT AC UNIT IN ENTIRE BUILDING Passed Failed Correction Needed Re- inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. inspector Comments J August 03, 2012 i+TO /TT0I For inspections please call: (306)762 -4949 Page 47 of 61 St3IAAIIS MIA NVDS VZVQ Oen 989 009 T IVVA 9£:60 ZTOZ /90/80 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 177171 Permit Number: CC -6 -12 -1148 Scheduled Inspection Date: August 09, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Flood Hall Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Final Work Classification: Repair Phone Number Parcel Number 1121360010160 -19 Phone: (954)241 -2583 Building Department Comments ACOSTICAL CEILING REMOVAL REPLACEMENT FOR AC FAN Passe 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- 177123. CREATED AS REINSPECTION FOR INSP - 176907. CREATED AS REINSPECTION FOR INSP- 176526. CREATED AS REINSPECTION FOR INSP- 175056. Penatrations in rated walls must be sealed with a rated assembly. OK to place ceiling tiles in first floor. NB (1c- August 08, 2012 For Inspections please call: (305)762 -4949 Page 21 of 27 ENGINEERS August 3, 2012 Mr. Norman Bruhn Building Director Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Barry University — Flood Hall AC Changeout Fire Stopping of Through Penetrations Dear Mr. Bruhn, We were informed on Wednesday that we have uncovered existing plastic and metal pipe through wall penetrations lacking proper fire stopping on the above referenced project. Since we have not anticipated this condition, the construction plans did not contain specdfic information for a remedy. In an effort to expedite the project, the Contractor was directed to patch large openings with type X dry wall and seal all penetrations with the following products: Metal Pipe - Hilti System No. W-L -1410 and VIAL -2244 Plastic Pipe - Hilti System No. W-L -2411 Additionally, we have inspected the work completed by the Contractor and found it to be in compliance with the Code. Attached please find product UL listings and information for your record. Please do not hesitate to call on us if you have a question. Very Truly Yours, TWR Engineers, Inc. Bui Wei, P.E., LEED AP BD +C, CxA CC: Mr. Jeffrey Yao — Barry University Mr. Milton Sanderman — Contractor 12915 SW 132nd St., St®.11 Muni. FL 33186 P. 305 -370 -0820 I F. 3115-233-9453I `: www.twrenpinners.carn System No. W -L -1410 F Rating -1 and 2 Hr (See Item 1) T Rating • 0 Hr A SECTION A -A 1. Wall Assembly -- The 1 or 2 hr fire -rated gypsum board/stud wail assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the fallowing construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — One or two layers of nom 5/8 in. (16 mm) thick gypsum board as spedfled in the individual Wall and Partition Design. Max diam of opening is 5 in. (127 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly. 2. Through penetrants — One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space shall be 0 in. (point contact) to 1 in. (25 mm). Pipe or conduit to be rigidly supported on the penetrated side of the wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel pipe — Nom 3 in. (76 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Conduit — Nom 3 in. (76 mm) diam (or smaller) steel electrical metallic tubing (EMT) or 3 in. (76 mm) diam steel conduit 3. Fill, Vold or Cavity Materlal ++— Sealant— Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with surface of wall. Min 1/2 in. (13 mm) diam bead of sealant applied at point contact location. HILTI CONSTRUCTION CHEMICALS, DIV OF HILT! INC — FS-ONE Sealant, CP601S Elastomeric Sealant, CP 606 Sealant, CP618 Putty. ++ Bearing the UL Classification Mark ger Hilt! Firestop Systems Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. August 14, 2007 System No. W -L -2244 F Ratings --1 and 2 Hr (See Item 1) T Ratings - -1 and 2 Hr (See Item 1) L Rating at Ambient - Less Than 1 CFMIsq ft L Rating at 40X) F - 2 CFMUsq ft SECTION A -A 1. Wall Assembly — The 1 and 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wail framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2 -1/2 in. (64 mm) wide by 1 -3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* — The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design In the UL Fire Resistance Directory. Max diem of opening is 3 in. (76 mm). The hourly F and T Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. C=20P FIRESTOP SYSTEMS Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. April 11, 2005 SS IF/ VV C US 1 Page: 1 of 2 System No. W-L-2244 FRatings -1 and 2Hr (See Item 1) T Ratings —1 and 2 Hr (See Item 1) L Rating at Ambient - Less Than 1 CFMIsq ft L Rating at 400 F - 2 CFM/sq ft 2. Through Penetrant — One nonmetallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe and periphery of opening shall be min of 0 in. (point contact) to a max 5/8 in. 416 mm). Pipe to be rigidly supported on both sides of wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) cellular or solid core Schedule 40 (or heavier) pipe for use in closed (process or supply) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) — Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. 3. Fill, Void or Cavity Material* - Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall. At point contact location, a min 1/2 in. (13 mm) diam bead of fill material shall be applied to the wall/penetrant interface on both surfaces of the wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant *Bearing the UL Classification Mark �or� moo• FIRESTOP SYSTEMS Page: 2 of 2 System Details UL SYSTEM NO. W -L -2411 PLASTIC PIPE WITH COUPLING THROUGH GYPSUM WALL ASSEMBLY F- RATING = 1-HR. OR 2 -HR. T- RATING = O -HR. OR 1- 112 -HR. FRONT SECTION A -A WL2411c,022707 HMI Outperform. Outlast. Hilts, Inc. (U.S.) 1-800-879-8000 • www us hft com * en espaf of 1-800- 879 -5000 • Hilti Rrestop Systems Guide 329 System Details UL SYSTEM NO. W-L -2411 PLASTIC PIPE WITH COUPLING THROUGH GYPSUM WALL ASSEMBLY F- RATING = 1-HR. OR 2-HR. T- RATING = 0 -HR. OR 1.1/2 -HR. 1. GYPSUM WALL ASSEMBLY (UUcUL CLASSIFIED U300, U400 OR V400 SERIES) (1 -HR. OR 2 -HR. FIRE - RATING) (2 -HR. SHOWN) TO INCLUDE THE FOLLOWING CONSTRUCTION FEATURES : A. [NOT SHOWN] WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER (SPACED MAXIMUM 16" OC). STEEL STUDS TO BE MINIMUM 3.112" WIDE (SPACED MAXIMUM 24" OC). B. NOMINAL 5/8" THICK GYPSUM WALLBOARD. TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION AS SPECIFIED IN THE INDIVIDUAL UL DESIGN. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING : A. MAXIMUM 4" NOMINAL DIAMETER PVC PLASTIC PIPE (CELLULAR OR SOLID CORE). B. MAXIMUM 4° NOMINAL DIAMETER ABS PLASTIC PIPE (CELLULAR OR SOLID CORE). C. MAXIMUM 4" NOMINAL DIAMETER CPVC PLASTIC PIPE (CLOSED PIPING SYSTEM ONLY). D. MAXIMUM 4" NOMINAL DIAMETER FRPP PLASTIC PIPE. 3. [OPTIONAL] PIPE COUPLING TO BE SAME SIZE AND TYPE OF PIPE (SEE NOTE NO. 4 BELOW). 4. MINIMUM 1/4° DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT REQUIRED WHEN COUPLING IS RECESSED INTO OPENING. 5. HILTI CP 648E WRAP STRIP (SIZE SHOWN IN TABLE BELOW) CONTINUOUSLY WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE PIPE, COVERING TWO TIMES, AND HELD IN PLACE WITH TAPE. 6. HILTI RETAINING COLLAR (SIZED TO MATCH WRAP STRIP) WRAPPED OVER WRAP STRIPS, OVERLAPPING MINIMUM 1 ". 7. HILTI COLLAR CLAMP(S) FASTENED AT MID - HEIGHT OF RETAINING COLLAR. 8. FASTEN EVERY OTHER TAB OF RETAINING COLLAR TO GYPSUM WALL WITH 1 -1/2" LONG STEEL DRYWALL OR LAMINATE SCREWS AND 314" STEEL WASHERS. PIPE SIZE FIRESTOP PRODUCT 2" OR SMALLER CP 648E W25/1" GREATER THAN 2" CP 648E W45/1 -3/4" NOTES :1. MAXIMUM DIAMETER OF OPENING = 5 ". 2. ANNULAR SPACE = MINIMUM 0 ", MAXIMUM 1/2 ". 3. CLOSED OR VENTED PIPING SYSTEMS (PVC, ABS, FRPP = SCHEDULE 40; CPVC = SDR 13.5). 4. PIPE COUPLING MAY BE INSTALLED FLUSH WITH EITHER SIDE OF WALL OR RECESSED SUCH THAT THE COUPLING EXTENDS 1/4" BEYOND THE RETAINING COLLAR ON EITHER SIDE OF THE WALL. 330 W1.2411 c.022707 HRH. Outperform. Outlast. Hilti, inc. (U.S.) 1 -800- 879 -8000 • wunatrs.hillicom • en espanol 1 -800 -879 -5000 • Hiiti Firestop Systems Guile 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 20p Permit TypkBUILDING OWNER: Name (Fee Simple Titleholder): Address: / / 300 /`F & City: !'t` 4 56-/-014C -S RE CE E JUN 222012 BY: Permit No. Cc-12 k L Y Master Permit No.\ — ROOFING ghafty UN VG/es /fry State: ��e Phone #: 31T- "l9— 3.7 Tr zip: 33 Tenant/Lessee Name: Phone #: Email: a"`04'0 Q /t'//yQ.e 6/44./Lr, t)(4 JOB ADDRESS: // 30 0 /46- a 4 AVM RC City: Miami Shores County: Miami Dade Folio/Parcel #: //,-.2 / 36-00o-cosy Is the Building Historically Designated: Yes NO / " Flood Zone: � � C01J S%2. C!/ D� C P Phone#: qS�P 2C t �s$ 3 CONTRACTOR: Company Name: Pc' (e-ii) M4-44 zip: 33 16 V Address: /o16 "/G) / Co City: r'7i uifp 7) State: FL . Qualifier Name: M Meg / /3/i Cc / s/ @f 7S State Certification or Registration #: 33001 Phone#: Certificate of Competency #: Contact Phone#: 9(s 0240— Cf3 Email Address: 10 @ 670 Ui2M -b C 1/24GTh) Cote, C M. DESIGNER: Architect/Engineer: M #Yam 67/JAt 1/51(/ ,+SSOc t A,Pras Phone #: q 1'6/-680'6 Value of Work for this Permit: $ 3/ O Square/Linear Footage of Work: Type of Work: UAddition °Alteration UN • )4Jtepair/R s lace , Description f Work: O r i it 0 ,9 ,, his (24/ I °Demolition mix ** * * * ** *+ xm**+ x +x+x**** *+xu:+x*x:+x*+x***** Fees*** V*** x:*** ********+x*********************** / c7° Submittal Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ TOTAL FEE NOW DUE $ /n 1'O Bonding Company's Name (if applicable) Bonding Company's Address City 4 State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ' Zip �— AVA 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 FI .FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT .FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved jr a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 3'01 day of A0AY 20 i,by Signature �-- Contractor The foregoing instrument was acknowledged before me this g°l` , day of , 20l L ', by � (� /`I thIf� , is ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Exp. who is—persondlly knowp to me or who has produced as identification and who did take an oath. NOTARY P Si I Commission Expirg Jonathan Cuesta 3- ''`'e °� =(PItS NOV, 841198 •..,,op �;�.• R , 2014 ,AMONNONNOTARYco *****:kBa+k****** * *** k***ffi**+ k+ t k****+ t k*+ x**&*+k*********+x** k+ x****+ k+ x*+ k+ N***sk*skHau:*** *+ k+ x****** ***** ***sk +ka:***sk+k***+ksk*** Plans Examiner Zoning APPROVED BY Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)