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CC-12-768 (2) t Permit'No: 12-768 Job Name: January 8,2012 Page 1 of 1 Building Critique Sheet 2nd 1) The plans are designed under the wrong code.The correct code is FBC 2010.All references must be from the FBC 2010. } Provide shop drawings for all steel, precast slabs(Slab details must include penetrations,some <by f the penetrations are larger than the'slab),and trusses.ALL shop drawings must bessigned and sealed the specialty engineer and reviewed and approved by the designer of record. Roofing permit and window permits not submitted.Ok at later date. d) The minimum fasteners for the roof sheathing is 8D Ring shank.The plans still refer to 8d. S) The.plans must identify all columns,many are not labeled.See S-1 Plan review is not complete,when all items above are corrected,we will do a complete plan.review. ff any sheets are voided, remove there from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores. Village a : . Building Depaftent game 011.E 10050 N.E.2nd Avenue Miami Shores, Florida 3.3138 ��; 8 Tel: (305)795:22048 Fax; (305) 758.8972 January 8, 2013 Permit Nog CC12-768 Structural Critique 1. Comments 3 and 6 have not bean addressed. Norman Bruhn CBS} 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include.one set of voided sheets in the re-submittal drawings. lam* Shores Village Building Department 10050 RE:2nd Avenue. Miami Shores,Florida 33138 Tel}.(305)795:2204 Fax:'(305)756.8972 Fermin No. 0-.0- 12 - - 44' Job Name Date STRUCTURAL CRITIQUE SHEET t- L ►^ts .may ( atvoy Sati� iv Sidi if-vw fL5X5•tf t -T i}q Ste p r I w rip Ie -T+Cxs, v a R 5B��s Miami Shores Village Building Department �'lpRlp�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT �-°�P DATE: Xlontractor • caner •Architect Picked up 2 sets of plans and (other) C Address: 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: s c�rnrnmo,�45 Ur��`� Imo. acPr�r�rP . 10 ore/ } I2e� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. CC-12-7629 Job Name 8aifY�t —w`'J?9 Date .5°- G-1 Z STRUCTURAL CRITIQUE SHEET P ac o Q'o r -s-r"C-tv R A-L- -lr>gA-W'Ar C4 L W L.+-zj•j)W S .-Fag- RSV �s� S-r*-NO e-c w i-i ce--to-a Ns OL V 'f:tl fw� <46- A--DEqVA-c,-j c-P A0 ®-i"T s 1,1A—L- LO q—nd g y LD i nt!� -P P P P-O Vc"-Q IS 4+10 w -r*t C LAP �rp& T E MOWS -r�gW�sL� e;t'j4o'NG 02 P-f- 4eGoiz1J ` �'�!'� `� 1✓ t�G�iV� ,77,rp 4l' f'4.Vc%/7 -fR-C P-esc'CN _ 3tDP p2 S &Efj,g_e "�Ss /jicF' sV f��P �o l��e�e�C �C"7�' 7v-tCnl7 Permit No: 12-768 Job Name: January 8,2012 Page 1 of 1 Building Critique Sheet 2nd 1) The plans are designed under the wrong code.The correct code is FBC 2010.All references must be from the FBC 2010. 2) Provide shop drawings for all steel, precast slabs(Slab details must include penetrations,some of the penetrations are larger than the slab),and trusses.ALL shop drawings must be signed and sealed by the specialty engineer and reviewed and approved by the designer of record. 3) Roofing permit and window permits not submitted.Ok at later date. 4) The minimum fasteners for the roof sheathing is 8D Ring shank.The plans still refer to 8d. 5) The plans must identify all columns, many are not labeled.See S-1 Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami Shores Village Building Department NINON 10050 N.E.2nd Avenue Lys Miami Shores, Florida 33138 Tel: (305) 795.2204 �lpR�pA Fax: (305) 756.8972 January 8, 2013 Permit No: CC12-768 Structural Critigue 1. Comments 3 and 6 have not been addressed. Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. 0-e 12 - Job Name Date I t - STRUCTURAL CRITIQUE SHEET t � • � v L � u $C✓tr i c n!�� r .f S �1 tf ���- 'f -h 44,L� �✓ C-C R C S14 9 9.S S 4-o w V/ t-r`-.-rfi 4 C,�i S 7 0 t- PL-4 eC- C iv e.12 7F - S < Ci' —� 'T r2 EAC i�c a1S c F n1 c 6 P-D ® ns —r+t e C-PLC SC ® N 6 C+ -(A 0 D E C i 4 t4 C R-t 7 t; a-4 4r ° ® 0® � �eSi' cr s � Permit No: 12-768 Job Name: December 5, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade county planning and zoning impact fees. 2) The binding of the plans is not secure please read notes below and bind plans properly. If any sheets are voided, remove them from the plans and replace with new revised sheets anc)include one set o'voided --- shee�s in the re-submittal drawings. 3) The plans are for three (3)separate projects. Provide separate permits for each.This includes all MEPs. 4) The plans are designed under the wrong code.The correct code is FBC 2010.All references must be from the FBC 2010. The below comments refer to addition. 5) The storage of hazardous chemicals in quantities as listed in FBC 307 shall be determined to be H occupancy. If the quantities of hazardous materials do not meet the thresholds as described in FBC 307 provide a detailed list of classification of chemicals and quantities of each to be stored.The occupancy must comply with FBC 307 and FBC 414 or FBC 307.1 Exception 12. 6) Provide a special inspector form for the masonry,soil improvement,steel connections and precast concrete setting. 7) Provide soil boring report. 8) Provide shop drawings for all steel, precast slabs(Slab details must include penetrations,some of the penetrations are larger than the slab),and trusses. 9) Provide a note that the top of all foundations must be a minimum of 8" below all finished grade. The notes and detail conflict and none show grade. 10) Provide separate permits for the roofing,fence/wall and windows. 11) The minimum fasteners for the roof sheathing is 8D Ring shank. 12) The plans must identify all columns, many are not labeled. 13) Provide roof drainage calculations and details of the roof drains and emergency drains/scuppers. 14) Provide fall protection at any location in the yard that has a fall hazard of 30"or more. 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 t ' A MANUEL SYNALOVSKI ASSOCIATES, LLC 1800 Eller Drive,Suite 500 • Fort Lauderdale,FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807 December 11, 2012 Norman Bruhn Building Official/Director Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138-2382 RE: Barry University Wiegand Chemical Stockroom/Anatomy Lab Permit No. CC-12-768 Dear Mr. Bruhn: As the Architect of Record on the above referenced project,we offer the following as clarification to the Building Department Comments provided. Structural I Q1. Provide Structural Calculations. Al. Please see revised plans prepared by Saad Elia El-Hage Consulting Engineers. I Q2. Provide Special Inspector Forms for Masonry, Soil Compaction. A2. Special Inspector Form provided by Structural Engineer. Q3. In Section 1/S-3, 2/S-4 and 3/S-4 a break in the 8"hollow core slab is shown with a cast in place concrete. Coordinate this concept with plan. Clarify load path. A3. Please see revised Sheets S-3 and S-4. Q4. Specify the reactions of mansard on the core slab as one of the design criteria. A4. Please see revised plans prepared by Saad Elia El-Hage Consulting Engineers. Q5. OMITTED. Q6. On S-0, change ASCE 7-05 to ASCE 7-10. A6. Please see revised Sheet S-0 prepared by Saad Elia EI-Hage Consulting Engineers. Q7. Specify Design Load Criteria on S-0. A7. Please see revised Sheet S-0 prepared by Saad Elia EI-Hage Consulting Engineers. Q8. Specify Wind Load Parameters on S-0. Q8. Please see revised Sheet S-0 prepared by Saad Elia EI-Hage Consulting Engineers. Building Q1. Provide approval from Miami-Dade County Planning and Zoning impact fees. ,--'A1. GC to provide approval. Q2. Binding of the plans is not secure. Please read notes below and bind plans properly. Ifany MANUEL SYNALOVSKI ASSOCIATES, LLC architecture•interior design•planning t> t9 t ' MANUEL SYNALOVSKI ASSOCIATES, LLC 1800 Eller Drive,Suite 500 • Fort Lauderdale,FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807 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. A2. GC to coordinate packaging of plans. Q3. The plans are for three (3) separate projects. Provide separate permits for each. This includes all MEP's. A3. GC to coordinate separate permits for each area with the Village of Miami Shores. Q4. The plans are designed under the wrong code. The correct code is FBC 2010. All references must be from the FBC 2010. A4. Architectural and Structural Plans update to FBC 2010, please see attached. Q5. The storage of hazardous chemicals in quantities as listed in FBC 307 shall be determined to be H occupancy. If the quantities of hazardous materials do not meet the thresholds as described in FBC 307 provide a detailed list of classification of chemicals and quantities of each to be stored. The occupancy must comply with FBC 307 and FBC 414 or FBC 307.1 Exception 12. A5. The occupancy classification for the chemical stockroom shall be an S occupancy. Below please find the summary of each type of material identified in Table 414.2.5(1)and Table 414.2.5(2)that will be stored within in the chemical stockroom and the maximum allowable quantities. None of the maximums are exceeded,so this area is NOT required to be an H occupancy. Quantities to be stored Max.Allowable Table 414.2.5(1) Corrosi'm 19 gallons(liquids) 975 gallons(liquids) 15 pounds(solids) 9,750 pounds(solids) Toxics 5 gallons(liquids) 100 gallons(liquids) 4.5 pounds(solids) 1,000 pounds(solids) OAclizers Class 3 3 gallons(liquids) 115 gallons(liquids) 42 pounds(solids) 1,150 pounds(solids) Class 1 16 pounds(solids) 1,800 pounds(solids) Unstable(reactives) Class 3 0.5 gallon(liquids) 55 gallon(liquids) Water(reactives) Class 3 0.1 pound(solids) 550 pounds(solids) Quantities to be stored Max.Allowable Table 414.2.5(2) Flammables Non-sprinklered Class IA 1 gallon 30 gallons Class IB, IC, II & IIIA 82 gallons 1,600 gallons MANUEL SYNALOVSKI ASSOCIATES, LLC architecture•interior design-planning e MANUEL SYNALOVSKI ASSOCIATES, LLC 1800 Eller Drive,Suite 500 • Fort Lauderdale,FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807 /Q6. Provide a special inspector form for the masonry,soil improvements,steel connections an pre-cast concrete setting. /A6. Level 1 Alteration indicated on in the new Cover Sheet, Sheet A-001 dated 12.21.11. `Q7. Provide soil boring report. A7. GC to provide a copy of the soil report from Eastcoast Testing and Engineering. Q8. Provide shop drawings for all steel, precast slabs(slab details must include penetrations, some of the penetrations are larger than the slab)and trusses. �1 A8. GC to provide a copy of the approved shop drawings fore each. 9. Provide a note that the top of all foundations must be a minimum of 8"below all finished grade. The notes and detail conflict and none show grade. A9. Footing depths clarified on Structural Plans, Sheets S-3 and S-4. Q10. Provide separate permit for the roofing, fence/wall and windows. A10. GC to coordinate. �Q11. The minimum fasteners for the roof sheathing is 8D ring shank. A11. Please see revised Detail 3/Sheet S-3. Q12. Plans must identify all columns, many are not labeled. Al2. Columns labeled on revised Sheets S-1 and S-2. VdQ1I Provide roof drainage calculations and detail of the roof drains and emergency drains/scuppers. /Q14-A13. Please see revision 6 on Sheet A-120. Provide fall protection at any locations in the yard that has a fall hazard of 30"or more. A14. Railings provided the full length of the walkway and outside of the building. Grade does not exceed 30". Please feel free to contact us should you have any questions or concerns with the above. Respectfully, Manuel alovski, , LEED AP Managing Partner FL Lic. #11,628 MANUEL SYNALOVSKI ASSOCIATES,LLC architecture•interior design-planning I SAAD ELIA EL-RAGE TIIoK3 1NURS,W. SWI ISM 9TH AVBi",3UIMMX / MW LA EWM LL L FL MW STFLCTUR&MAUMG MUM OFRM-4964}M-M49 / FAX:(9"MOM M •'MFM8H01.C?018P8CTIOIVB •POD.STF6lMM OBMM December 11,2012 Chief Building Official City of Miami Shores Building&Zoning Department. Re:Barry University Chemical Stockroom&Anatomy. 11300 N.E Td Ave. Miami Shores, Fl. Permit#CC 12-768 Response to structural critique sheet dated(11-24-12), 1-Please see attached calcs. 2-Inspection forms are given to C.C. 3-Typical hollowcore planks to concrete tie beams . Standard 4-Please,we revised dwgs. S- Soil engineer to provide. 6-Please see revised dwgs. 7--Please see revised dwgs. 8-Please see revised dwgs. Respec aid Ei- e,P.E. i i ' Miami Shores Village f Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 !DOP Tel: (305)795.2204 Fax: (305)756.8972 apl�� ®� Permit No. L- 0- 12 - Dept Job Name Date It -'L Li ,. STRUCTURAL CRITIQUE SHEET ® ®N i . s v Permit No: 12-768 Job Name: December 5,2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade county planning and zoning impact fees. M, ,.n g o e p an s is not secure please read notes below ns r6pel . If en heets arremove e 4 wi new revise 's eets an . nc u e one se 3 e p a } ovt a separate ermits or each: his includes all MEPs. e p ans are a ig ,e un er,jt a wrongco e T e'cgrrect co a is BG 2010.Ail references must.. be he,F C 201 The below comments refer to addition. The,storage o azar ica s m quantities as listed'm e H occupanc . if.the uantities of hazardous materials'do not meet a res o ds as descri prove e a a ai ac o e ore e occupancy must comply With FBC 307°and Fk 414 or FBC 307.1 Excep ion 2.„ 6) Provide a special inspector form for the masonry,soil improvement,steel connections and precast concrete setting. Provide soil burin re ort. 8) Provide shop drawings for all steel, precast slabs(Slab details must include penetrations,some of the penetrations are larger than the slab),and trusses. 9 Prove a note that'the°;op�of ail foundatio S must be a minimum of 8"'b slow all finished grade The°notes an etas con i an none:s w gra e 0 rove e s i g, ence wall d windows. - - i 1)' a minimum as a mg ts; ing shank:4` 12):. � The' Gans must.identi all columns, many are not labeled 3 rove a roo ramage ca cu a ions an a ai s o o rains an emerge,cy ram scup er rove e a i*or more: 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 I r � pow BARRY UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES October 1,2012 Thomas Fonte fontet0miamidade.gov (786)315-2816 Re: Process#M2012009315 The comments below were received as they relate to Process#M2012009315 currently under review by your office. I have added comments addressing each comment to the best of my ability to explain/address the request for further clarification. 1. Show on plans the location of the products storage area on plan(all of them, unused products and hazardous waste), provide the amount of the containers and size of the containers expected to be stored on site. Provide details and modify accordingly. As this is a chemical stockroom, the room is used for storage of chemicals, glassware and other laboratory equipment.Approximately 1200 chemicals(estimated to be about 2000 L total)are stored in the current stockroom.About half of these are stored in flammable, oxidizer, or corrosive cabinets. The remaining chemicals are stored on shelving following RCRA compatibility rules.The stockroom is also used as a central accumulation area for hazardous waste. Once waste containers are filled in satellite areas, these containers are then transferred to the central accumulation area in the stockroom.These containers are 20 L at the largest, most are 4 L or smaller depending on the source and contents.The waste is disposed every 180 days by EQ Florida. The maximum waste in the central accumulation area would be 400 L total in a combination of 20 L, 4 L and smaller waste containers. 2. Make provision to provide the unused products and hazardous waste with, stored in containers 55- gallon or greater, secondary containment. Secondary containment must specify containment dimensions, material of construction(high density polyethylene,stainless steel, etc.),size of the storage containers and amount of the containers that will be held. Secondary containment must be capable of containing the spillage of 110%of the largest storage container. Show details and volume calculations on plan. Barry University is a designated"small quantity generator" by EPA which means we accumulate between 220 Ibs and 2200 lbs of waste within a one month period along with 2.2 Ibs or less of acutely hazardous materials per month.We have nothing near the 55 gallon size for waste containers.Our waste containers are,at largest,20 L(5 gallon)and most are smaller.Once these are full,we move them to a storage area awaiting disposal. 3. If drums or containers will be stored over spill containment pallets then show on plans the location, call on plans the manufacturerLs name and model number and provide the manufacturer,&s specifications of the spill containment pallets. Provide details on plans and modify accordingly. Barry University is a designated"small quantity generator" by EPA which means we accumulate between 220 Ibs and 2200 Ibs of waste within a one month period along with 2.2 Ibs or less of acutely hazardous materials per month.We have nothing near the 55 gallon size for waste containers.Our waste containers are,at largest,20 L(5 gallon)and most are smaller. Department of Physical Sciences 11300 NE a Avenue Miami Shores,FL 33161 Phone 305499-3435 Fax 305-899-3479 BARRY UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES 4. Provide additional elevation detail and design features for the acid neutralization tank treatment system and include the manufacturer information and details on the system_ Barry University would like to have the neutralization tanks as shown in the plan as a precautionary measure even though we collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 5. Characterize the wastewater being discharged into the sanitary sewer(from the design and production area )be advised that the effluent wastewater stream from warehouse area shall comply with the Miami- . Dade County Sewer Discharge Standards as per Section 24-42.4 of the Code. Provide details. We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 6. Provide the location on plans of the sampling port or point for the treatment system, please note that this sampling port must be located after treatment and prior to the final discharge point to sanitary sewers. We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 (currently)Wiegand chemical stockroom (after construdtion)to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 7. Submit an extra set of signed,dated and sealed plans to be retained by DERM for the operating permit file. 8. More comments may follow pending information submitted. No hand written notes will be accepted. Tony Wallner Associate Dean of Undergraduate Programs Chair and Professor of Chemistry twallner @mail.barry.edu 305-899-3433 Deparbnent of Physical Sciences 11300 NE a Avenue Miami Shores,FL 33161 Phone 305-699 3435 Fax 30SM9-3479 SNoitEs �,,,, ,,,,,� Miami Shores Village sh'- o Building Department I��R�A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT* (-��« DATE: I, 0 67 2 1 - VContractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: v2 --f 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: r APPROVED BY; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES LEE HEFTY, ASSISTANT DIRECTOR DATE: 11/05/2012 SERIAL NO.: M2012009315 IW5-7804 For the Director: Manuel Diaz-Villa il, Engineer II NOTE: THIS APPROVAL IS NOT INTENDED TO COVER STRUCTURAL DESIGN. NO CONSTRUCTION SHALL TAKE PLACE ON CONTAMINATED GROUND. INDUSTRIAL FACILITIES SECTION ONLY PROJECT NAME: BARRY UNIVERSITY ADDRESS (APPROX.) 11300 NE 2 AVE Miami Shores, FL CONDITIONS: 1. Approval granted for the proposed interior alterations and new addition at the above referenced location, as per plans. 2. The alterations and addition include the following labs and rooms: • Physics research Lab, rooms 15:1, Weigand Building. o Rooms 138a and 138aa, Weigand Building. • Roams 138b and 138-bb Weigand Building, • Chemical Stockroom and Anatomy Lab (addition)i as per plans. 3. The chemicals to be used at the Physic Research Lab will be.stored indoors inside cabinets. or on shelving, in containers with 20 liters maximum storage capacity, as per plans. 4. The rooms 138a and 138aa are computer labs equipped with computer equipment only; there will be no chemicals used and/or stored in these rooms, as per plans. 5. The rooms 138b: and 138bb area General Storage Room and a Biology Supply Room; there Will be no chemicals used and/or stored in these rooms, as per plans. 6 .The Chemical Stockroom will be used to store unused chemicals and as the central accumulation area for hazardous waste for the Department of Physics Sciences, as per BARRY UNIVERSITY PC#M2012009315 Page 1 of 3 e r plans. Unused chemicals and hazardous waste will be stored in containers with 20 liters maximum storage capacity, as per plans. 7. The Anatomy Lab will be used to dissect animals, there will be no chemicals used in this lab, as per plans. 8. The waste generated from the Physics Research Lab work will be stored in containers with 4 liters maximum storage capacity and when they are full moved to the central accumulation area for hazardous waste, as per plans. 9. The waste generated from Anatomy Lab will be limited to animal waste to be collected in red bags, as per plans. 10.Sinks at the Physics Research Lab will be used for hand washing and rinse glassware after waste chemicals being emptied on waste containers, as proposed. 11.Sinks at the Anatomy Lab will be used for hand washing only, as per plans. 12.Sinks and fume hood cupsink at the Anatomy lab will be equipped with 1.5-G and 5-G neutralization tanks, as shown on plans. Neutralization tanks are installed for precautionary measure, there will be no chemical waste disposed into the sinks, as per plans. 13.Hazardous waste generated from any lab or room shall be disposed by an authorized hazardous waste hauler, as a condition of this approval. 14.No organic solvents, acids, reagents and/or chemical compounds in general will be discharged into the sanitary sewer system, as per plans. 15.Leakage or spillage of any hazardous materials shall be contained, collected and disposed of by an authorized hazardous waste hauler, as a condition of this approval. 16.All discharges to sanitary sewer system shall comply with the Miami-Dade County Sewer Discharge Standards as per section 24-42.4 of the Code. 17.Conditions of this approval are hereby incorporated into and made a part of annual operating permit IW5-7804 and shall be adhered to. IMPROVEMENTS: If at any time this system is found to be performing inadequately, the owner shall provide the required corrections and/or additional equipment to operate in compliance with Chapter 24 of the Miami-Dade County Code. Approval is hereby granted for: AS STATED ABOVE PROVIDED: 1. Construction is completed according to approved plans. BARRY UNIVERWY PC#M2012009315 Page 2 of 3 r i t 2. There may be county,` municipal, or other local regulations or restrictions to be complied with by the owner prior to construction of the facilities represented by these plans. We recommend that appropriate local agencies be consulted before starting construction. 3. No construction shall take place on contaminated soil. If contamination is encountered during construction, contact the Pollution Remediation Section of the Department of :Regulatory and Economic Resources (DRER). cc: Leonor Valdes DRER BARRY UNIVERSITY PC#M2012009315 Page 3 of 3 I JB UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES October 1,2012 Thomas Fonte fontetO—miamidade.gov (786)315-2816 Re: Process#M2012009315 The comments below were received as they relate to Process#M2012009315 currently under review by your office. I have added comments addressing each comment to the best of my ability to explairdaddress the request for further clarification. 1. Show on plans the location of the products storage area on plan(all of them, unused products and hazardous waste), provide the amount of the containers and size of the containers expected to be stored on site. Provide details and modify accordingly. As this is a chemical stockroom, the room is used for storage of chemicals, glassware and other laboratory equipment.Approximately 1200 chemicals(estimated to be about 2000 L total)are stored in the current stockroom. About half of these are stored in flammable, oxidizer, or corrosive cabinets. The remaining chemicals are stored on shelving following RCRA compatibility rules. The stockroom is also used as a central accumulation area for hazardous waste. Once waste containers are filled in satellite areas, these containers are then transferred to the central accumulation area in the stockroom.These containers are 20 L at the largest, most are 4 L or smaller depending on the source and contents. The waste is disposed every 180 days by EQ Florida. The maximum waste in the central accumulation area would be 400 L total in a combination of 20 L,4 L and smaller waste containers. 2. Make provision to provide the unused products and hazardous waste with, stored in containers 55- gallon or greater, secondary containment. Secondary containment must specify containment dimensions, material of construction(high density polyethylene, stainless steel,etc.),size of the storage containers and amount of the containers that will be held. Secondary containment must be capable of containing the spillage of 110%of the largest storage container. Show details and volume calculations on plan. Barry University is a designated"small quantity generator" by EPA which means we accumulate between 220 lbs and 2200 lbs of waste within a one month period along with 2.2 lbs or less of acutely hazardous materials per month.We have nothing near the 55 gallon size for waste containers.Our waste containers are,at largest,20 L(5 gallon)and most are smaller.Once these are full,we move them to a storage area awaiting disposal. 3. If drums or containers will be stored over spill containment pallets then show on plans the location, call on plans the manufacturerts name and model number and provide the manufacturerts specifications of the spill containment pallets. Provide details on plans and modify accordingly. Barry University is a designated"small quantity generator" by EPA which means we accumulate between 220 lbs and 2200 lbs of waste within a one month period along with 2.2 lbs or less of acutely hazardous materials per month.We have nothing near the 55 gallon size for waste containers.Our waste containers are,at largest,20 L(5 gallon)and most are smaller. Department of Physical Sciences 11300 NE 2'd Avenue Miami Shores,FL 33161 Phone 305-899-3435 Fax 305899-3479 BARRY UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES 4. Provide additional elevation detail and design features for the acid neutralization tank treatment system and include the manufacturer information and details on the system. Barry University would like to have the neutralization tanks as shown in the plan as a precautionary measure even though we collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 5. Characterize the wastewater being discharged into the sanitary sewer(from the design and production areas)be advised that the effluent wastewater stream from warehouse area shall comply with the Miami- Dade County Sewer Discharge Standards as per Section 24-42.4 of the Code. Provide details. We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main ' contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 6. Provide the location on plans of the sampling port or point for the treatment system, please note that this sampling port must be located after treatment and prior to the final discharge point to sanitary sewers. We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area. Once full,the waste is then taken to a central accumulation area in WIE 138 (currently)Wiegand chemical stockroom (after construdtion)to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 7. Submit an extra set of signed, dated and sealed plans to be retained by DERM for the operating permit file. 8. More comments may follow pending information submitted. No hand written notes will be accepted. Tony Wallner Associate Dean of Undergraduate Programs Chair and Professor of Chemistry twallner @mail.barry.edu 305-899-3433 Department of Physical Sciences 11300 NE 2nd Avenue Miami Shores,FL 33161 Phone 305.899-3435 Fax 305499-3479 S�OREs L ••o• Kim Miami Shores Village Building Department �OR1DA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: Cr 12 - 7 6 —DATE:, 7/f�/101 X I, r ontractor o Owner Architect i ed up 2 sets of tans and oth r p ( Address: From the building department on this date in or er 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 De artment to continue permitting process. Acknowledged by: Gas PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami shores Village �,,,, ,,,,, Building Department 10050 N.E.2nd Avenue ��� Miami Shores, Florida 33138 pl RNA Tel: (305)795.2204 Fax: (305)756.8972 Permit No: Preliminary Wiegand Lab Job Name: May 17, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide all permit applications prior to any further review. 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 Planning and Zoning Criteria Miami Shores Village Permit NO. CC-5-12-768 10050 N.E.2nd Avenue r i Miami Shores,FL 3313 8-0000 x rte, F � Phone: (305)795-2204 Fax. (305)756-8972 �f° �� 3�,�: �" ,'3�' � �3�. � f��`�°��fi��, a-. a, ' o Issue Date: Not Issued Explres:NOt issued Folio Number)12136001 0160-09 Owner's Name:BARRY UNIVERSITY Owner's Phone: Job Address: 11300 2 Avenue Suite: Wiegand&Annex Total Square Feet: 5400 Miami S ores, FL 33138-0000 Total Job Valuation: $ 700,000.00 Contractor(s) Phone Primary Contractor HOME OWNER Yes -- 1111111 1 Planning and Zoning Criteria and Comments Approved:Yes Date Approved: 5/8/2012 : Yes Comments: OK INTERNAL ADDITION, SUFFICIENT PARKING Miami Shores Village ' ones o1111" Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LpR�pp► Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12- Job Name: a / Date: i 11(&fir z&°, ELECTRIC Critique Sheet e� fr 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 05/21/2012 08:43 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 9 001 TX REPORT ae TRANSMISSION OR TX/RX NO 2568 RECIPIENT ADDRESS 93058993058 DESTINATION ID ST. TIME 05/21 08:37 TIME USE 06'20 PAGES SENT 4 RESULT OK ® Miami hores V Illy e o®. slalom Building ru' a rt 10050 N.E.2nd Avenue Miami Shores, Florida 33138 res�R o Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: Preliminary Wiegand Lab Jab Name: May 17, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide all permit applications prior to any further review. 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 fern 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 'eggs UMM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �t11R1DA Fax: (305)756.8972 January 24, 2013 Permit No: CC12-768 Structural Critique 1. Specify reaction of the mansard truss in the core slab design. 2. In sect 1/S3, 2/s-4and 3/s-4 a break in the 8" in hollow core slab is shown with a cast in place concrete. 3. Coordinate this concept with plan in load path. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 331388��� Tel: (305)795.2204 �lOR1©A Fax: (305)756.8972 January 24, 2013 Permit No: CC12-768 Buildina Critique -Truss submittal 1. Provide plans approved by the designer of record. NB Norman Bruhn CBO 305-762-4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings.