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CC-10-584Permit Number: CC -4 -10 -584 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 157204 Inspection Date: April 27, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Wiegand & Annex Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: TURNER CONSTRUCTION COMPANY Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360010160 -09 Phone: (786)621 -9000 Building Department Comments SCIENCE LAB RENOVATION Passe J Inspector Comments CREATED AS REINSPECTION FOR INSP- 155976. CREATED AS REINSPECTION FOR INSP- 139958. TEMP Not Ready. NB Fire Final Required for CO. Temporary Co Issued by Fire. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 27, 2012 Page 1 of 1 a Service Center 1 County Agencies 1 County Hall iStte Search Home 1 Emergency Response 1 Services 1 Safety Into 1 Newsroom 1 Inside MDFR 1 Contact Us 1 Inspection History Permit Number: 2010040788 Request Date Select 4/20/2012 Select 9/14/2011 Select 1/07/2011 Inspection Date 4/20/2012 9/15/2011 1/10/2011 Selected Details Inspector Name: inspection Type: Disposition: Clerk Name: Request Date: Inspection Date: Result Date: Inspection Time: Inspection Comments: Inspection Type FIRE FINAL FIRE TCO INSPECTION FIRE TCO INSPECTION NASH AL- IMAM,CARLA FIRE FINAL 001 APPROVED NASH AL- IMAM,CARLA 4/20/2012 4/20/2012 4/20/2012 Print Comments Inspector Name NASH AL- IMAM,CARLA ESPINOSA, BARBARA CHAVEZ, JOSE Important Information Inspection History page. Home 1 Privacy tatement 1 Disclaimer 1 Using Our Site 1 About Us 1 Phone Directory 1 Contact s ® 2007 Miami -Dade County. All rights reserved. '+i: �r.•.yq. - x -i �vr ..45'0:' c };. r �. �g.e Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Square Footage Description of Work 11300 NF 2 AVF SUITF WIFGAND & ANNFX Miami Shores FL 33138 - Location Not Transferable POST IN A CONSPICUOUS PLACE � ♦.. �u ter. �+�� ... Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 11300 2 Avenue Suite Wiegand & Annex Not Transferable POST IN A CONSPICUOUS PLACE UNIVERSITY FACILITIES MANAGEMENT Physical Plant September 14, 2011 Chief Mena Miami Dade Fire Marshall 11805 SW 26 Street, Suite 150 Miami, FL 33175 cx_> 0-'84- co 11300 NE Second Avenue Miami Shores, FL 33161 -6695 phone 305 - 899 -3785 fax 305-899-3058 www.barry.edu MIAMI-DAM COUNTYFJRR D ART -M n BLDG: r FM ALARM -- �•- WA R MAIN EXT. OA • RE: Barry University Wiegand Center and Wiegand Annex Fire Alarm Upgrade Chief Mena, 1 sr On . behalf of Bally University, we respectfully request a Temporary Certificate of Occupancy Extension in lieu of the previously approved phasing Agreement in December of 2010 at the Wiegand Center Room 234 and Wiegand Annex 102. Due to circumstances beyond our control, the installation of the new Fire Alarm system has been delayed because of the discovery of asbestos in the above ceiling areas of the Wiegand Center and the abatement process. At the moment, the building has been evacuated by staff and - students and the abatement proms is underway. Based upon the abatement contractors schedule the earliest that the Fire. Alarm sub - contractor, Sentry Security, Inc., can physically get into the building is August 8, 2011 to begin the installation of the Fire Alarm Upgrade. Sentry has submitted their Fire Alarm permit application and documentation to Miami -Dade Fire Marshall's office on August 3, 2011, Process # M2011008470. With a commencement anticipated August 22, 2011, pending permit and completion of the abatement, Sentry Security, Inc. anticipates a completion date of October 14, 2011, for both buildings. With this schedule adjustment to the Fire Alarm upgrade on or before October 14, 2011, the completed upgrades shall be ready (2) months earlier than our previous commitment We trust that the TCO will extended for the two small renovations previously performed until such time that the Fire Alarm system upgrades that include Wiegand Center Room 234 and Wiegand Annex 102. have been completed as per the original agreement. Again, we thank you for the allowing us the opportunity to phase in the upgrades. Respectfully, onica Soto Barry University Associate Vice President Business Services & Facilities. Management The foregoing instrument was acknowledged before me this 1'1 s I�ND � , or has produced N/A as . by 1 14I1C4 Sort who i V'� N `C 6 t4 E day of 9P' - , 20:ar identification and who did /did not take an oath. Notary Public Signature: My Commission Expires: 1 l /rz, Approved Chief Mena, Miami -Dade Date: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155976 Permit Number: CC -4 -10 -584 Scheduled Inspection Date: March 14, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Wiegand & Annex Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: TURNER CONSTRUCTION COMPANY Permit Type: Commercial Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360010160 -09 Phone: (786)621 -9000 Building Department Comments SCIENCE LAB RENOVATION 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- 139958. TEMP Not Ready. NB ee,,A,d( 4/1.a,( March 11, 2011 For Inspections please call: (305)762 -4949 Page 15 of 42 SAAD ELIA EL -HAGE CONSULTING ENGINEERS, INC. 6801 NW 9TH AVENUE, SUITE 401 / FORT LAUDERDALE, FL 33309 OFFICE: (984)1771 -8149 / FAX: (954) 771 -8189 January 31, 2011 Chief Building Inspector City of Miami Shores Building & Zoning Department. Re: Barry University Annex- Weigand Bldgs. 11300 N.E 2nd Ave. Miami Shores, Fl. Permit# CC4- 10-584 • STRUCTURAL BUILDING DESIGN • THRESHOLD INSPECTIONS • POOL STRUCTURE DESIGN To Whom it may concern, I visually inspected the following: Annex bldg: 1) Steel plates header reinforcing and anchors over masonry West side of bldg: 4 openings. Inside hallway infront of room 102. 2) Roof Stack tie downs: 4 stub posts fastened to side of exiting top and bottom chords of wood 1 stub post embedded in ground. Weigand bldg: 1) Steel plate header reinforcing and anchors over masonry openings: South side of bldg: 1 openings. Lab access side opening 211d floor. 2) Roof Stack tie downs: 5 stub posts fastened to top of existing steel beam with steel plates and stiffener. All items stated above are in conformance to the details and my recommendation. To the best of ply knowledge and engineering judgement all items inspected above are in accordance to the AISC and F " C: 2007 , if you have any = a estions, please feel free to contact our office. Saad FJ -saw Consulting Enemas, Inc 5601 NW 9" Ave, 0401 Fort Lauderdale, FI.33309 Job No: Slo —tg Date : iy191Pc--7L t2,-Fht,rotac 114 . Cs. 7arec ft-oar:J. isfsAfte-77 7-7` Wan s'1 !- 0; file) 7-leili • 1 .= 1,94 sr .Lb -:_- --2,®f _ a7s ifr - a C'37f9 .: e it 44c, —` �/9 g29 l m9 e"--' Q °✓1-'1 10 61_ 450,..9,,A,4 ;:-. a':.--- tcle--(36.: tom' 1-1171 7 °P1 a- QT_(;) ...4,4,,,,,sC ..c. 1:1 a ag/ ti; figi.S1 .kkak* ) 1. - o co- 4titill-6-e -% (P)s-78%/5 w -f?t 6 Cg D1b j ,:eXc, -.-. -4- DZiZe-Cifv-z.-. t e FL() g ?2 eigt. 131 640kAge) ? gif PFI 11.0 ,t) 4,09/ ,. --• xis g72 ,n (A.Lc t 1= n tr \a S . GPs- t--\cas J7 pc agli`JilloifiteePc • Sand Elia El -Sage Consulting Engineers, Inc. 5601 NW 9th Ave, #401 Fort Lauderdale, Fl. 33309 Project eh o, 4(441/ . "%haat Lolia Job No: g. /o— 4dO Date : Engineer: s . F, Et ,ts ' 7.-o v - /44rtptf Tic , u%J t"( . . of L t/- Jl- �= iX 46JP19 1.15-x- 14 ,fi.C7ab4C‘•4) 0 r '37ga') was to woo r G-tii !'Dt°J 1 67-47,1(1.0.X.7 r.:34.17/4.4{' - 3 4.17 Y - �4t .67i» ('J23)?Li' p a Sc:CS G.sar` �t'F cO � "tom 1 CJ V - Z yr . Z = Ot i des sA-0-4 Title Mock Line 1 , You can domes that Wog the mem dam trod then ushigte & Tine Block' sue. Me Block Line 6 Pole Embedded in Soil Lic. = : KW-06005079 BARRY TIE DOWN General lnfor6natlon TWa : 434filt :dwa/•Z/- Project Mrs : Job ll P4 Pr/ate& 31 Oa MO, 1a09AM Pole Shape Circular Poe Dianyter 12.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive 250.0 pcf Mar Passive 1,500.0 psf Controlling Values Goverrang Load Conibkiation : +D+WIH Lam Lcmi Mgt NO Ground Surface Restraint Fresswes at 1/3 Dice Actual Akeible 0.420 k 1.050 k-ft 364.566 psf 364.578 psf 4.3750 ft Fooling Base Area Maximo Sot Remo Applied Loads Later lloncentrated toad O785400*2 0.0 turf Assumes pole is square D: Dead Load 0.0 k Lr :Fleet Live 0.0 k L : Live 0.0 k S: Snot 0.0 k W:Wind 0.420 k E : Earthquake 0.0 k H : Laesl Earth 0.0 k Load daboeeBase 2.508 legregatataMMELBSIM Load Csaubinathan +D+L+H +D+Lr +H +D+W+H +D+0.750Lr+0.7501.+0.750W+H +D+0.750L+0.750S+0.750W+H +0.60D+W+H MUM NC Vei021, 1t02196 License Owner : SHAD EL,IA ELH'GE CONSULTING ENGINEERS Code References: 2008 IBC 1805.7.2,1997 UBC 1806.8.2.1 Sal Sorb= Q Pole Grass SestIon, monster > +-0 Lateral Dtstributed Load Applied Moment *Mat toad 0.0 fit 0.0 tdft 0.0 kilt 0.0 klft 0.0 klft 0.0 kilt 0.0 Ida TOP ntLoad dove ground 0.0 ft BOTTOM of Load agave ground 0.0 ft 0.0 k-ft 0.0 k-ft 0.0 k- ft 0.0 k-ft 0.0 k4t 0.0 k-ft 0.0 k41 Faces@thoundSurface Required lands -04 -( Deg; -(fO 0.0 0.0 0.13 0.0 0.0 0.0 0.13 0.0 0.4 1.1 " 4.38 364.6 0.3 0.8 4.00 322.8 0.3 - 0.8 4.00 3228 0.4 1.1 4.38 384.6 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.0 0.0 364.6 323.7 323.7 364.6 Seed 1D-Hap Onsidthig 7Ine. 5601 NW 911` Ave, #401 Dart e, Fl. c� 144 , ✓ff v. 1 �. •, /,° is pry Aein l/a/; y. Jittb No: 5 rb-4 o D • Finigkeer: S •t'�• 7$7' Fa'8Ce4v 4 (d3 - (SfV4 J S- zr c gf) (Id (60-R74{/Cop i= SZ421 Pa -7 3atg411?- , ,. 4x 29 R.-b esi x ^ x = z�l tj1;% W" \t �Oh1sJ• s rifest fee= ;tiaDegiIN 1 yc,at c4 0 tt ti Q Qom_ (916e1 ass' oc.Se % y ,A LbS Est L _ c ■,4 s-- TZ..A 14., t-9 - 3lic'` 1 3) (7) 7,3 or e,101/4v c-J t 47;0 1 i q � Siad 111a =Haw 5601 NW 9th Ave, 0401 Fort Laade nlaia FL ...C14J ---- b c2P ti '' /1( ttL,' .40.fi'- L Job No S —4; Date : . ,.0 ,2-. If- 6j C. 41J( -q )((.h J (/ ctbag 7x1 -0 x -) vr3 GI, 4erx x 1151.14 1�. 3o&titiJ P el. a`'ms 410 I P tg; -s N-\keGscr 3 X 1,1 at - 31-7 is.4.1 a j 3 (1L C ..J.hia Su-*..ws. if FIRESTOP SPECIALTIES, INC. Firestopping • Spray Fireproofing• Duct Protection • Intumescent Paint FIRE PROOFING AFFIDAVIT To: City of Miami Building Dept. Project Name: Address: Permit# CC -4 -10 -584 Barry University Physical Science Renovation 11300 NE 2nd Ave Miami Shores, FL I, Michael Dominguez, President of Firestop Specialties Inc., hereby certify that beams and fireproofing repair of rooms 150, 151 and 234 have been protected for 1 hour rating by approved materials or devices meeting the acceptance criteria of the UL 263 and have been installed by qualified persons in accordance with the manufaturers specifications and in compliance with the South Florida Building Code. This form applies to fire rated assemblies only. Dated this, Friday, September 03, 2010 FIRESTOP SPECIALTIES, INC. LA Michael Dominguez, President (SEAL) ABRAHAM FOWLER PRINT NAME HECTOR DOMINGUEZ PRINT NAME ❑ 7553 N.W. 50th Street • Miami, Florida 33166 • Phone (305) 871 -2320 • Fax (305) 718 -8827 FIRESTOP SPECIALTIES, INC. Firestopping • Spray Fireproofing• Duct Protection • Intumescent Paint FIRE PROOFING AFFIDAVIT To: City of Miami Building Dept. Project Name: Barry University Physical Science Renovation Address: Permit# CC -4 -10 -584 11300 NE 2nd Ave Miami Shores, FL I, Michael Dominguez, President of Firestop Specialties Inc., hereby certify that beams and fireproofing repair of rooms 150, 151 and 234 have been protected for 1 hour rating by approved materials or devices meeting the acceptance criteria of the UL 263 and have been installed by qualified persons in accordance with the manufaturers specifications and in compliance with the South Florida Building Code. This form applies to fire rated assemblies only. Dated this, Friday, September 03, 2010 FIRESTOP SPECIALTIES, INC. Mib'h el Dominguez, President (SEAL) SIGNATURE ABRAHAM FOWLER PRINT NAME HECTOR DOMINGUEZ PRINT NAME El 7553 N.W. 50th Street • Miami, Florida 33166 • Phone (305) 871 -2320 • Fax (305) 718 -8827 m CS 1 A MANUEL SYNALOVSKI ASSOCIATES, LLC October 11, 2010 Mr. Norman Bruhn Building Official /Director Miami Shores Village 10050 NE Second Avenue Miami Shores, FL 33138 -2382 RE: Barry University — Wiegand 234 and Wiegand Annex Permit No. CC -4 -10 -584 Dear Norm. As the Architect of Record, we have reviewed the Fendolite M -11 Spray - Applied Fire Resistive Material product literature, the U.L. N755 design, and received copy of the Fire Proofing Affidavit from Firestop Specialties, Inc. affirming compliance on the installation and testing as per U.L. 263. Please see attached. In addition, we have observed the completed installation and to the best of our knowledge the work performed is in compliance with the criteria required. Please feel free to contact us with any questions or concems. Thank you. R -spe tfully. Merrill Romani ° , AIA, LEED AP Principal E:1AcademiclBarry University\Barry Science Lab Renovations■dministrationl5_ 0_ Agencies\5_04_Local\Fireproofing Letter 101110.doc 1800 Eller Drive, Suite 500, Fort Lauderdale, FL 33316 • T 954.961.6806 • F 954.961.6807 FENDOLITE? M-II Spray- Applied Fire Resistive Material CAFCO® FENDOLITE M -II is a single package, factory controlled Spray - Applied Fire Resistive Material (SFRM) based on vermiculite and portland cement. It is specifically developed for spray - application to structural columns and beams in exterior environments and interior situations where higher levels of abrasion resistance and hardness are necessary. FENDOLITE TG has been developed for application by trowel, in areas where spraying is impractical or not permitted. Although FENDOLITE is 1/3 the density of concrete, thus significantly reducing dead load, it is also highly durable and resistant to cracking or spatting under mechanical impact. FENDOLITE may be used in either boxed or contour designs and the finish CHARACTERISTIC ASTM Method may be spray - textured or troweled smooth. FENDOLITE M -II and TG are classified by Under- writers Laboratories for up to 4 hours protection. Major Specifications -- CAFCO FENDOLITE M -II complies with the requirements of the following specifications: • General Services Administration (GSA): AIA /SC /GSA:07811 • Department of the Navy NAVFACENGCOM Guide Specification NFGS 07810, Sprayed -on Fireproofing • Veterans Administration (VA): H -08 -1 • U.S. ARMY Corps of Engineers. CEGS -07811 Physical Properties Standard Performance* Tested Performance ** Surface Burning E84 Flame Spread 10 or less (UL723,CAN/ULC -S102) Smoke Developed 0 Flame Spread 0 Smoke Developed 0 Density Cohesion /Adhesion E605 E736 40 -44 pcf (641 -705 kg/m2) 1,000 psf (47.9 kPa) 45.7 pcf (732 kg/m3) 11,870 psf (568 kPa) Deflection Bond Impact E759 No cracks or delaminations E760 No cracks or delaminations No cracks or delaminations No cracks or delaminations Compressive Strength Air Erosion Resistance Corrosion Resistance E761 43,200 psf (2,068 kPa) E859 Less than 0.025g/ft2 (0.27 g/m2) E937 Does Not Promote Corrosion 78,912 psf (3,778 kPa) 0.000g/ft2 (0.000 g/m2) Does Not Promote Corrosion Thermal Conductivity C177 1.32 BTU in/hr ft2 °F @ 75 °F (0.19 w /mK @ 24 °C) Combustibility E136 (CAN4 -S114) Noncombustible Noncombustible "Standard performance based on General Services Administration AIA/SC /GSA/07811 except for density, which is based on UL. Refer to UL design for density requirement. ** Values represent independent laboratory tests under controlled conditions. RN;A 10NfAl.` CAFCO FENDOLITE M- I I UL* Fire Resistance Ratings System or Component Rating (HR) (Per ASTM E119, UL263, CAN /ULC -S101) Designs Design Details Floor Assemblies - Protected Deck ** 1, PA, 2, 3, 4 D744 1,14, 2, 3, 4 D781 Floor Assemblies - Unprotected Deck 1, PA, 2, 3 D902 3/a.1, 1%, 2, 3 D922 1 Beam or Joist Only - Floors 1, PA, 2, 3, 4 N742 1, PA, 2, 3, 4 N755 1, PA, 2, 3 N760 Roof Assemblies - Protected Deck ** 14, 2 P720 1, 14, 2 P819 ry Roof Assemblies - Protected Deck ** 1 P721 Beam Only - Roofs 1,14, 2, 3 S720 1,14, 2, 3 S723 Wide Flange Pipe and Tube Steel Columns %,1,14 2, 3, 4 X755 1,14, 2, 3, 4 X764 1, 14, 2, 3, 4 X768 1,14, 2, 3, 4 Y714 Note In all cases, consult the actual design listing for beam sizes, deck profiles, electrification details, roof insulation types and other construction details. *UL is accredited by the Standard Council of Canada (SCC) as a Certification and Testing Organization to Canadian Standards and codes. ** Requires lath. 004, ISOLATEK INTERNATIONAL is registered with the AIA Continuing Education System (AIA/CES) For Further Information a f ttar.)). CAFCO Technical and Sales Representatives are always available to and assistance. Additional printed materials, including Materiel Safety Date Sheets, and other product literature, are available upon request For more information about our CAFCO line of sprayed fire protection, thermal and acoustical treatments, SpreyFilne Intumescent Coatings, and CAFCO- BOARD°or for the name of the Sales Representative of your area, please contact In the United States: Isolatek International, Stanhope, New Jersey Tel: 800.631.9600 Fax: 973.347.9170 In Mexico & Central America: Cafco Mexico S.A. de C.V., Mexico D.F. Tel: 525.254.6683 Fax: 525.531.7826 In Andean Countries: Cafco Andina S.A., Santiago, Chile Tel: 562.719.0394 Fax: 562.719.0393 In Canada: Cafco Industries, Toronto (Ontario) Tel: 888.873.0003 Fax: 416.679.2933 In Asia /Pacfic: Tel: 60.3.5121.3886 Fax: 60.3.5121.4886 K NTERrsi.ATI OA:NA 4 ISOLATEK Imp tnThonul MMVIII All R,ghrs Rn.n: For more detailed product information, visit our website at www.cafco.com or contact us at technical@isotatek.com The partontunce data hate reflect our expectations based on tests conducted in accordance mai recognized standard methods umla conlrollad cmditione. The sale of these prodr¢ts shall be subject to me leans and Co a liars of Sale set forth in the Company's nesenes. Isolatek Imernabonal 5 not responsible for properly damage, bodily injuries, ccoseqental damages or losses of any land that arise from or are related to the applicator's. general contractor's, an properly owner's failure to follow the recommendations set forth in Isolatek International's pubtcetioln. No agent. employee or representative of the Company, its subsidiary or affiliated companies, is authorized In modify this statement Total Passive Fire Pmtection 8 /08 2001 FIRE RESISTANCE DIRECTORY 44 FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV) Rating Hr 3 4 Rating Hr 1 1 -1/2 2 3 4 Rating Hr 1 1 -1/2 2 3 4 Restrained Beam Rating Hr 1 -3/16 1 -7/16 Unrestrained Beam Rating Hr 1 -1/2 1 -3/4 Fluted Floor Units Only, Lightweight Concrete Minimum Spray - Applied Resistive Material Thickness, in. Restrained Beam Rating Hr 3/8 1/2 3/4 1 -3/16 1 -7/16 Unrestrained Beam Rating Hr 3/8 5/8 15/16 1 -5/16 1 -1/2 Fluted Floor Units Only, Normal Weight Concrete Minimum Spray - Applied Resistive Material Thickness, in. Restrained Beam Rating Hr 3/8 1/2 3/4 1 1 -7/16 Unrestrained Beam Rating Hr 3/8 5/8 13/16 1 -3/16 1 -1/2 CIL GROUP LTD —Type 800. Investigated for exterior use. ISOLATEK INTERNATIONAL —Type 800. Investigated for exte- rior use. *Bearing the UL Classification Mark Design No. N755 Restrained Beam Ratings — 1, 1 -1/2, 2, 3 and 4 Hr. (See Item 8) Unrestrained Beam Ratings — 1, 1 -1/2, 2, 3 and 4 Hr. (See Item 8) T 1. Steel Beam — W8x24 min size. 2. Normal Weight or Lightweight Concrete — Compressive strength 3000 psi. For normal weight concrete either carbonate or siliceous aggregate may be used. Unit weight 150 pcf. For lightweight concrete. unit weight is 110 pcf. 3. Shear Connector — (Optional) — Studs 3/4 in. diam headed type or equivalent per AISC Specifications. Welded to top flange of beam through the steel floor units. 4. Welded Wire Fabric — 6 by 6, W1.4 by W1.4. 5. Steel Floor and Form Units — 1-1/2 to 3 in. deep fluted or cellular units welded to beam. 6. Lath Hangers — No. 6 SWG galv steel wire spaced 15 in. OC or less. 7. Metal Lath — 3.4 lb /sq yd expanded steel, tied to lath hangers with No. 18 SWG galv steel wire, spaced 6 in. OC max. 8. Spray - Applied Fire Resistive Materials* — Applied by mixing with water according to instructions on each bag of mixture and spraying in one or more coats as necessary. See table below for required thick- nesses. Steel deck areas above the beam shall be filled with Spray - Applied Fire Resistive Materials. Steel surfaces of beam must be clean and free of dirt, loose scale, and oil. Min avg density of 44 pcf and min ind density of 40 pcf. For method of density determination, refer to Design Information Section, Sprayed Material. Corrugated, Fluted and Cellular Floor Units Min Thkns In Rating Hr 1 1 -1/2 2 3 Restrained Beam Rating Hr 9/16 5/8 13/16 1 -1/4 FIRE RESISTANCE RATINGS - ANSWL 263 (BXUV) Rating Hr 4 Restrained Beam Rating Hr 1 -11/16 Min Thkns In Unrestrained Beam Rating Hr 2-3/16 Fluted Floor Units Only Min Thkns In. Rating Hr Restraineggd Beam Unrestrained Beam Hr Hr 1 X9/16 9/16 1-1/2 5/8 13/16 2 13/16 1 -1/8 3 1 -1/4 1 -9/16 4 1 -11 /16 1 -15/16 ISOLATEK INTERNATIONAL —Type M -II. Investigated for exterior use. MOY YUAN INDUSTRIAL LTD —Type M -11. Investigated for exterior use. NEWKEM PRODUCTS CORP —Type M -11. Investigated for exterior use. P T HUME CONCRETE INDONESIA —Type M -II. PROSTAR CONTRACT SERVICES PTE LTD —Type M -11. Investigated for exterior use. SHIN SUNG TRADING CO LTD —Type M -11. Investigated for exterior use. 8A. Spray - Applied Fire Resistive Materials* — Applied by mixing with water according to instructions on each bag of the mixture. Trowel applied in one or more coats, as necessary. See table below for required thicknesses. Steel deck areas above the beam shall be filled with Spray - Applied Fire Resistive Materials. Steel surfaces of beam must be clean and free of dirt, loose scale and oil. Min avg density of 44 pcf, with min ind value of 42 pd. For method of density determination. refer to Design Information Section General, Sprayed Material. Corrugated Fluted & Cellular Floor Unit Min Thkns In. Rating Hr 1 1 -1/2 2 3 4 Rating Hr 1 1 -1/2 2 3 4 Restrained Beam Rating Hr 9716 5/8 13/16 1 -1/4 1 -11/16 Fluted Floor Units Only Min Mims in. Restrained Beam Hr 9/16 5/8 13/16 1 -1/4 1 -11/16 Unrestrained Beam Raung Hr 9/16 7/8 1 -1/8 1-11/16 2-3/16 Unrestrained Beam Hr 9 16 13/16 1 -1/8 1-9/16 1 -15/16 ISOLATEK INTERNATIONAL —Type TG. Investigated for exte- rior use. MOY YUAN INDUSTRIAL LTD —Type TG. Investigated for exterior use. NEWKEM PRODUCTS CORP —Types TG. Investigated for exte- rior use. P T HUME CONCRETE INDONESIA —Type TG. PROSTAR CONTRACT SERVICES PTE LTD —Type TG. Inves- tigated for exterior use. SHIN SUNG TRADING CO LTD —Type TG. Investigated for exterior use. 8B. Spray - Applied Fire Resistive Materials* — Applied by mixing with water according to instructions on each bag of mixture and spraying in one or more coats. as necessary. See table below for appropriate thick- ness. Steel deck areas above the beam shall be filled with Sprayed - Applied Fire Resistive Materials. Steel surfaces of beam must be clean and free of dirt, loose scale and oil. Min average density of 50 pcf, with min Ind value of 45 pcf. For method of density determination, see Section Information tion General, Sprayed Material. Corrugated, Fluted and Cellular Floor Units Min Thkns In. Restrained Beam Unrestrained Beam Rating Hr Rating Hr 9/16 9/16 5/8 7/8 13/16 1 -1/8 Unrestrained Beam Rating Hr Rating Hr 9/16 7/8 1 1 -1/8 1 -1/2 1 -11/16 2 LOOK FOR THE UL MARK ON PRODUCT 2001 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS - ANSIIUL 263 (BXUV) Flitting Hr 3 4 Rating Hr 1 -1/2 2 3 4 Min Thkns In. Restrained Beam Rating Hr 1 -1/4 1 -11/16 Fluted Floor Units Only Min Thins in. Restrained Beam Ratir%Hr 9/16 5/8 13/16 1 -1/4 1 -11 /16 Unrestrained Beam Rating W 1-11/16 2 -3/16 Unrestrained Beam RatirHr 9/16 13/16 1-1/8 1 -9/16 1 -15/16 ISOLATEK INTERNATIONAL —Type FEN -HP. Investigated for exterior use. 8C. Spray - Applied Fire Resistive Materials* — Applied by mixing with water according to instructions on each bag of mixture. Trowel applied in one or more coats, as necessary. See table below for required thick- ness. Steel deck areas above the beam shall be filled with Sprayed - Applied fire Resistive Materials. Steel surfaces of beam must be clean and free of dirt, loose scale and oil. Min average density of 50 pcf, with min ind value of 45 pcf. For method of density determination, see Design Information Section General, Sprayed Material. Corrugated, Fluted and Cellular Floor Units Min Thkns In. Rating Hr 1 -1/2 2 3 4 Rating Hr 1 1 -1/2 2 3 4 Restrained Beam Hr 9/16 5/8 13/16 1 -1/4 1 -11/16 Fluted Floor Units Only Min Thkns In. Restrained Beam Rating Hr 9/16 5/8 13/16 1 -1/4 1 -11/16 Unreslraiinned Beam X9 /16 Hr 7/8 1 -1/8 1 -11/16 2 -3/16 Unrestrained Beam Rating Hr 9716 13/16 1 -1/8 1 -9/16 1 -15/16 ISOLATEK INTERNATIONAL —Type FEN -HPTG. Investigated for exterior use. *Bearing the UL Classification Mark Design No. N759 Restrained Beam Rating —1, 1 -1/2, 2, 3 and 4 Hr. (See Item 8) Unrestrained Beam Rating — 1. 1 -1/2, 2, 3 and 4 Hr. (See Item 8) T 1. Steel Beam — W8x28 min size. 2. Normal Weight or Lightweight Concrete — Normal weight or light- weight concrete, 2 -1/ in. min thickness with a compressive strength of 3500 psi and min dry unit weight of 110 pcf. 3. Shear Connector — (Optional) — Studs, 3/4 in. diam headed type or equivalent per AISC specification. Welded to the top flange of beam through the steel floor units. 4. Welded Wire Fabric — 6x6, W1.4 x W1.4. 5. Steel Floor and Form Units — 1 -1/2 to 3 in. deep fluted, cellular or corrugated units in any combination, welded to beam (refer to Item 8). 6. Lath Hangers — (To be used with Item 7) — No. 6 SWG steel wire. spaced 27 in. OC max. 7. Metal Lath — (Optional) — 3.4 lb /sq yd expanded steel, tied to lath hangers with No. 18 SWG steel wire spaced 6 in. OC max. FIRE RESISTANCE RATINGS - ANSI/UL 263 (BXUV) 45 8. Spray - Applied Fire Resistive Materials* — See tables below for appropriate thicknesses. Applied by mixing with water in accordance with instructions on each bag of materials and spraying in one or more coats to beam or lath surfaces which must be free of dirt, loose scale or oil. Surface of applied material may be lightly finished with a trowel Crest areas above the beam shall be filled with Spray - Applied Fire Resistive Materials. Min average and min individual density of 17.5 and 16 pct. respectively. for Types 300, 300ES and SB. Min average and min individual density of 22 and 19 pct, respectively, for Type 400. For method of density determination, see Design Information Section, Sprayed Material. Fluted Cellular and Corrugated Floor Units Min Thkns in. Rating Hr 1 -1/2 2 3 4 Rating Hr 1 1 -1/2 2 3 4 Restraineggd Beam Rating Hr 7/16 9/16 1 1 -7/16 Fluted Floor Units Only Min Thkns In. Restrained Beam Rating Hr 5/16 3/8 9/16 1 1 -7/16 Unrestrained Beam Rating Hr 5/16 9/16 13/16 1 -5/16 1 -13/16 Unrestrained Beam Radng Hr 5/16 1/2 11/16 1 -1/16 1 -1/2 The thicknesses of Spray- Applied Fire Resistive Materials shown in the following table are applicable when the thickness applied to the beams' lower flange edges is reduced by one -half. The min thickness applied to the lower flange edges is 1/4 in. Fluted, Cellular and Corrugated Floor Units Min Thkns In. Rating Hr 1 1 -1/2 2 3 4 Rating Hr 1 -1/2 2 3 4 Restrained Beam Raft Hr 38 1/2 5/8 1 -1/8 1 -5/8 Fluted Floor Units Only Min Thkns In. Restrained Beam Hr 38 7/16 5/8 1 -1/8 1 -5/8 Unrestrained Beam Rating Hr 3/8 5/8 7/8 1 -7/16 2 Unrestrained Beam Rating Hr 3/8 9/16 3/4 1 -3/16 1 -11/16 CIL GROUP LTD —Type 300. ISOLATEK INTERNATIONAL —Type 300, Type 300ES. Type 400 or Type SB. 8A. (As an alternate to Item 8) — Spray - Applied Fire Resistive Materials* — Prepared by mixing with water according to instructions on each bag of mixture and spray or trowel applied to steel surfaces which are free of dirt, oil or scale. Min average density of 17.5 pcf with min indi- vidual value of 17.0 pct. For method of density determination. see Design Information Section. Sprayed Material CIL GROUP LTD —Type 280. ISOLATEK INTERNATIONAL —Type 280. *Bearing the UL Classification Mark LOOK FOR THE UL MARK ON PRODUCT FIRESTOP SPECIALTIES, INC. Firestopping • Spray Fireproofing• Duct Protection • Intumescent Paint FIRE PROOFING AFFIDAVIT To: City of Miami Building Dept. Project Name: Bally University Physical Science Renovation Address: Permit# CC -4 -10 -584 11300 NE 2nd Ave Miami Shores, FL 1, Michael Dominguez, President of Firestop Specialties Inc., hereby certify that beams and fireproofing repair of rooms 150, 151 and 234 have been protected for I hour rating by approved materials or devices meeting the acceptance criteria of the UL 263 and have been installed by qualified persons in accordance with the manufaturers specifications and in compliance with the South Florida Building Code. This form applies to fire rated assemblies only. Dated this, Friday, September 03, 2010 FIRESTOP SPECIALTIES, INC. 1Vliciadl Doinguez, President (SEAL) WITNE / SIG SIy T'° URE ABRAHAM FOWLER PRINT NAME HECTOR DOMINGIJEZ PRINT NAME El 7553 N.W. 50th Street • Miami, Florida 33166 • Phone (305) 871 -2320 • Fax (305) 718 -8827 MIAMI -DADE COUNTY FIRE RESCUE FIRE PREVENTION BUREAU TCO STATUS FORM ODS MASTER # ODS SUB # BUILDING DEPT. PROCESS #: PE MIT #: 2(5M 6 44' 7? OCCUPANT NAME: _A 0 ADDRESS: �..e) ....... Al CITY: //- f lmks, STATE: Pe..- ZIP: LENGTH OF T.C.Q. 30 DAYS 60 DAYS FIRE WATCH REQUIRED: FOLLOW UP INSPECTIONS: 42A.9,/r 4,,:ecievi_ 0-1,1 ivL r 460537 amt./A 90 DAYS OTHER (# OF DAYS) YES COMMENTS: FIRE WATCH RESTRICTIONS: INSPECTOR'S SIGNATURE Al7/1s. OIC'S SIGNATURE DATE: Created on 8/14/2003 2:25 PM BY: TBP // • MIAMI -DADE FIR RESCUE DEPARTMENT DATE FI E, SPECTIO REPORT CONTINUATION 2d� Page 125 01.105 9108 / of / • INSPECTOR 4/ Miami -Dade Fire Rescue Department 9300 N.W. 41' Street Doral, Florida 33178 -2414 T 786 - 331 -5000 FIRE PREVENTION DIVISION PROCEDURE FOR TEMPORARY CERTIFICATE OF OCCUPANCY miamidade.gav The Miami -Dade Building Department, or the municipal building department having jurisdiction, issues Temporary Certificates of Occupancy (T.C.O.) subject to approval by the Miami -Dade Fire Rescue Department. An inspection must be performed and the fire inspector must approve the T.C.O. request. For Miami -Dade Building Department permits, a T.C.O. application muss be obtained from the building department and must be available for the Captain's signature, if approved. For Miami -Dade Fire Department, a T.C.O. Status Form must be completed by the inspector, submitted with a continuation report and provide receipt for proof of fees paid. A hardship letter must be submitted for a Fire Prevention Captain's approval prior to authorizing issuance of a T.C.O. The letter must contain the following information: 1, Name and address of the occupancy. 1. Process number; permit number and municipality if applicable; and the fire department application number. 3, The reason or hardship causing the request of a T.C.O. and preventing the issuance of a final Certificate of Occupancy. .4. A'hold harmless' statement releasing the Miami -Dade Fire Rescue Department from any liability that may occur from the occupancy. 5, Length of time needed for the T.C.O. and to correct the deficiencies and obtain a final C.O. 6. Name of the fire department inspector approving the T.C.O. request and the date of the inspection. P. A statement that all means of egress shall be kept clear and accessible and that all life safety systems• will be maintained and operable at all times while the building is occupied. a, Signature and title of the person authorized to request the T.C.O. J, Letter shall be typed on company letterhead and the signature notarized. All items to be submitted at 9300 NW 41 Street or 11805 SW 26 Street, Suite 105, between the hours of Sam and 12pm. The county or municipal building department must issue the T.C.O. before any occupancy takes place and the T.C.O. must be posted at the premises at all times while the building is occupied. T.C.O WILL NOT BE APPROVED UNLESS ALL STEPS ARE FOLLOWED MDTRPUOCODURfirOStTCODOC BARRY UNIVERSITY ASSOCIATE VICE PRESIDENT FOR BUSINESS SERVICES AND FACILITIES MANAGEMENT January 4, 2011 Chief Mena Miami -Dade Fire Marshall 1 1805 SW 26 Street, Suite 150 Miami, FL 33175 RE: Barry University Wiegand Center and Wiegand Annex Fire Alarm Upgrade Chief Mena, 11300 NE Second Avenue Miami Shores, FL 33161 -6695 phone 305-899-3052 800-756-6000, ext. 3052 fax 305- 899 -3058 www.barry.edu On behalf of Barry University, we respectfully request the opportunity to phase the upgrade of the Fire Alarm system at Wiegand Center and Wiegand Annex at our Miami Shores Campus located at 11300 NE Second Avenue, Miami Shores, FL 33161. The two shall renovations for a staff research lab and a student biochemistry lab were funded by pant money dedicated to the Physical Science department. This has prompted the need to upgrade our existing Fire Alarm system. Unfortunately the grant funding will not allow for this upgrade throughout the two buildings. A Phasing Agreement would allow us the time necessary for funding to be allocated to the Facilities department for the upgade of the Fire Alarm system. We understand that a TCO will be provided for the two small renovations until such time that the Fire Alarm system upgrades have been completed. Completion shall be achieved within one (1) year of receipt of our Fire Alarm permit. Phasing of the Fire Alarm system upgrades are anticipated as follows and as per the attached sketch: Phase I: April 1, 2011 Installation of a new Fire Alarm main panel in the main Electrical Room in Wiegand Center. Installation of a new Fire Alarm Annunciator at main entry on North side by the East door on the first floor, including required devices for Room #102 in Wiegand Annex and Room #234 in Wiegand Center. Phase II: July I, 2011 Installation of all devices as per code requirements in Wiegand Annex and both floors of the East wing of Wiegand Center. Phase I l I: October 1, 2011 Installation of all devices as per code requirements on both floors of central core area of Wiegand Center. Phase IV: December 15, 2011 Installation of all devices as per code requirements on both floors of the West wing of Wiegand Center. Please be reminded that these are tentative dates and will be revised, once more definite dates are set. Again, we thank you for allowing us the opportunity to phase the upgrades to our Fire Alarm system in these areas. Respectfully, Monica Soto Barry University Associate Vice President Business Services & Facilities Management The foregoing instrument was acknowledged before me this 54k day of �I��"a"'", , 2014) by M),JIGQ vice) who is 01 als TO , or has produced N/A as identification and who did /did not take an oath. Notary Public Signature: My Commission Expires: Approved Chief Mena, Date: lite PHASE I. - Fire Alarm main panel in the main Electrical Room in Wiegand Center, Fire Alarm Annunciator at main entry on North side by the East door on the first floor including required devices for Room 11102 in Wiegand Annex and Roomr1234 In Wiegand Center PHASE 11. Wiegand Annex and both floors of the East wing of Viresand Center, all devices as per code requirements El PHASE 111. - Both floors of central careered of Vfiegand Center, all devices as per code requirements Fi PHASE IV. - Both floors of the West wing of Wregand Center, all devices as per code requirements N. 'S C...7.3 •: \ q k`%',... \ ,',• .,'', • J,.• '''' :\ N.',,e 4 1., ‘-;,',,,,:, • ■,. ", '4 \ \\V.sj. WIEGAND CENTER •"'4. 4.‘.."4• • \ `‘..\ \\* .\\NN =4 I 1 j t 3. a t 's• 1:•\.• • 5.1 • OPEN'G. W/ WIFE SPACE 13-0' RUN OF OPEN SHELVING CHEMISTRY RESEARCH LAB ;132 1 4P-10' ... i5' 3.16' t 1 � L! ..`•NA, . 1 1 Exterminators 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 Web Page: www.alflexexterminators.com / Email: alflex @bellsouth.net PARTIAL TREATMENT NOTICE Project Name: BARRY UNIVERSITY WIDGAND ANNEX Property Address:11300 NE 2 AVE ROOM 102 Lot 0 Block 0 Model: Service order by: RON KENDALL MASONRY 101 BENOIST FARMS ROAD WEST PALM BEACH, FL. 33411- MIAMI SHORES FL Permit #: Date: 9/ 2/2010 Time: 11:00 AM Applicator: GIOVANY Product Used: I MAXX PRO Chemical Used: IMIDACLOPRID (active ingredient) Number of Gallons applied : 4 Percent Concentration: 0.05 Area Treated : 45 Sq. Feet Tamp: N Linear feet Treated : 28 Stage of Treatment : Horizontal /Interior Vertical This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of NATIVE SUBTERRANEAN TERMITES. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) 2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade in accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY 11 7 ,1ex Exterm�nators Inc 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 Web Page: www.alflexexterminators.com / Email: alflex @bellsouth.net CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser : Address of Treated Premises : RON KENDALL MASONRY BARRY UNIVERSITY WIDGAND ANNEX Address 101 BENOIST FARMS ROAD/WEST PALM BEE Lot- 0 Block- 0 Phone (754) 214 -0288 11300 NE 2 AVE/ MIAMI SHORE, FL Number of Structure(s) to be treated : ONE Product Used : Square Footage : Linear Footage : NO SPRAY Gallons Used : 0 Gallons Used : I MAXX PRO 0 IMIDACLOPRID ( 0.05 Date Initial Treatment : 9/ 2/2010 7:00 AM Date of Completion : 2/16/2011 7:00 AM Technician : Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. AI- Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) lax t: Jrlfc, by Corporate Seal: President Dated: 2/22/2011 This is not valid without a Company Seal APPROVED BY: DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT CARLOS ESPINOSA, P.E., DIRECTOR DATE: 06/17/2010 , \' SERIAL NO.: M2010005421 IW5 -7804 For the Director: Manuel Diaz- Vi l&amil, 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 /WEIGAND BUILDING & ANNEX ADDRESS (APPROX.): 11300 NE 2nd AVE Miami, FL CONDITIONS: 1. Approval granted for the proposed remodeling at the existing laboratory rooms as following: Chemistry Research Lab No. 102 on the first floor and Bio Chemistry Lab No. 234 on the second floor at the above referenced location, as proposed. 2. Chemicals to be used and stored in the lab will be stored in containers with maximum capacity of two (2) gallons inside the laboratory area, as proposed. 3. The hazardous and chemical waste generated by the laboratory work is collected and stored in containers with a maximum capacity of 2- gallon at the Satellite Accumulation Area and disposed of by an authorized hazardous waste hauler, as proposed. 4. No organic solvents, acids, reagents and /or any chemical compounds in general is discharged into the sanitary sewer system; sinks are provide for hand washing and glassware rinse only, as proposed. 5. The effluent of the new sinks and fume hood cup sinks are equipped with acid neutralization tanks, as proposed. 6. Sinks and floor drains (emergency eye wash and shower) of the areas being remodeled are connected to the existing sanitary sewer system, as per plans. 7. Operations shall be conducted without allowing any discharges to open ground or storm sewer system. 8. 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. BARRY UNIVERSITY PC #M2010005421 Page 1 of 2 ,r 9. Conditions of this approval are hereby incorporated into and made a part of annual operating permit IW5 -7804 and shall be adhered to. 10. Within one (1) year from the date of this letter or prior to start operations, whichever is first, the engineer of records shall submit a Letter of Certification verifying that the facility has been renovated and equipped in compliance with the approved plans and conditions of this approval letter. Approval is hereby granted for: LABORATORY REMODELING PROVIDED: 1. Construction is completed, according to approved plans. 2. Construction on this project must be completed within six (6) months from the date of this approval, unless otherwise specified herein or plans and specifications must be resubmitted for approval by this department. 3. The water supply for this building shall be in accordance with requirements of Dade County Health Department. 4. All water lines shall be located a minimum horizontal distance of 10' from all septic tanks, drainfields, sewer lines, etc. 5. 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. 6. The plumbing layout, sizes and slopes shall be approved by the Plumbing Department before installation. 7. No construction shall take place on contaminated soil. If contamination is encountered during construction, contact the Pollution Remediation Section of the Department of Environmental Resources Management (DERM). cc: Xiomara Lopez DERM BARRY UNIVERSITY PC #M2010005421 Page 2 of 2 2'-5' 8" 8" 1' -5' REMOVE 8' OF EXIST. FILLED CELL. AND CUT REBAR 1' -5' .Y. 8" .2" 5 -1' 3" 3' PLAN VIEW - DUCT OPENINGS RM. 102 114•115 O P -ro 2 -9" 3' 4' -S ▪ (TYP.) 3' O O O O O O O O O O O O O 8" 2' -5" 8' 8" 8' / / WEIGAND ANNEX: - EXTERIOR CMU WALL - ROOM 102 EXISTING 8' X 12' CONCRETE TIE BEAM O 0 0 O O O O 0 0 ELEVATION - DUCT OPENINGS RM" 102 SCAM av • w 8' 1' -5" EXISTING 8' X 12' 1/41 STEEL PLATE X 12° X LENGTH INTERIOR FACE CONC. TIE BEAM gXTERLOR INTERIOR 5/8' DIA. HSL HEAVY DUTY WEDGE ANCHORS e12'O.C.X4'EMBED STAGGERED TOP 4 BOTT. INTO EXIST. CONCRETE TIE BEAM. (2) -5/8' W.A. AT EACH END (TYPICAL). SECTION - CONC. TIE BEAM RM. 102 COALS I yr • FO' 2" 8' Co EXISTING CONC. FLLED CELL W/ (1) -115 BAR VERT. A Manuel Sy alovsld Assodates, LLC 1800 Ner Ddre, Suite 500 Fat laudacisle, FL 33316 Telephone 9549616806 Facsimile 9549616807 wwasynalaysldcan LICENSE NO. AA 2600186. SEAL X W Z Zv, hPI 0 z 0 agZ= La W O Ce o- Q ZW�� co QV in ELI PROJECT NAME t P CO 5 -0' 2' -3" 6'44" 3" 1' -0" / / (TY'•) 3" EXISTING S' CMU WALL PLAN VIEW - DUCT OPENINGS RM. 234 dO N.e5 My • PO' 3' -T' 3° (TYP.) 3' O EXISTING 5' X 12° CONCRETE TIE BEAM O O O 4 8" WEIGAND BUILDING: - EXTERIOR CMU WALL - ROOM 234 EXISTING s' X 12' CONC. TIE BEAM ELEVATION - DUCT OPENINGS RM. 234 SCAB -..104, EXTERIOR 8' 1/4' STEEL PLATE X 12' X LENGTH INTERIOR FACE INTERIOR 5/5' DIA. HSL HEAVY DUTY WEDGE ANCHORS 12' O.C. X 4' EMBED STAGGERED TOP 4 BOTT. INTO EXIST. CONCRETE TIE BEAM. (2) -5/5' WA. AT EACH END (TYPICAL) SECTION - CONC. TIE BEAM RM. 234 SCALD lees M A Markel Synatoa nIates, uC 9800 9er Drive, Suite 500 Fart Lauderdale, a 33316 Telephone 954961.6806 Facsimile 954961.6807 wwiesyrelovsidcom LICENSE NO. AA 26001863 SEAL PROJECT NAME Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. !C) 10 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing APR 0 7 2O B Y. 51c4 Master Permit No. Owner's Name (Fee Simple Titleholder) 91%V$1 1 tNtis5vil Phone # 3053. S% 3C%V Owner's Address W IO wt Jo' otit 4Ut City I. \S4t % Shit S State Zip 351,41 T Tenant/Lessee Name $Q► `V04104 41\1 Phone # 305- %'\ 3cti 5 Job Address (where the work is being done) 1 City Miami Shores Villa e County Miami -Dade Zip 33%1 FOLIO / PARCEL # W..‘ 'ha 1A.) \ b \\ ) Is Building Historically Designated YES NO 1 Contractor's Company Name ‘ littdtWVIMIAU (.1/)• Phone# l %6-101Vfit )O at tit 1'J PN Contractor's Address Mot, M 4k ` City \''S�1►. State ` Qualifier Name 'C.Vlt► V IA Z ' / State Certificate or Registration No. d V 2 /O'/ , Zip 33130 Phone # o3.6 Certificate of Competency No. `� r � Architect/Engineer's Name (if:applicable) • �\rjtatk, , ti\bl • %SW. \k i ^ Phone # Value of Work For this Permit $ ,S t . "O U `. O VO Square / Linear Footage Of Work: ,V13 Type of Work: ❑Addition ['Alteration ❑New Describe Work: SG'6tN( 14% ttitoYAiU W ❑ Repair/Replace ❑ Demolition * * * * *** *** * * *** ** : * * ******* ** * * * * * * * * ** Fees***** * * * * * * * * * * * * * * ** * * * * *** * ** * * * ** : * * * * * ** Submittal Fee $ Permit Fee $ / 90D CCF $ 31 6-00 CO /CC Notary $ Training/Educati'on Fee $ 1 4L) • 0 0 ^ Technology Fee $ 424 • w Scanning $ Y' 00 ti 41 Radon $ . 41 DPBR $ Zoning $ Bond $ Structural Review. $ Total Fee Now Due $ 4 \ ( J2., -q4 Code Enforcement $ Double Fee $ See Reverse side Turner ® Special Projects Jaime Saavedra Pre - Construction Manager Building the Future Turner Construction Company 1399 Southwest 1st Avenue Miami, FL 33130 phone: 786.621.9062 fax: 786.621.9155 mobile: 786.385.1667 lsaavedra@tcco.com i 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 o %osted notice, the inspection will not be appr' ' - nd a reinspection fee will be charged. Signature orb err— Owner or Agent 6 et W The forego i : instrument was acknowledged before me this The foregoing instrument was acknowl day of � 1J 20 ID , by Jb 1 t J i /44t , day of , 20/0, by who is p sona1J knut oto me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIV Contractor Sign: Print: St My Commission Expires: ve nary Public State of Florida s' a My ommisslon DD613542 11.12, "2.LlD as identification and who did take an oath. NOTARY Sign: Print: My Commission Expires: ******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning PERMIT # SUBMITTAL DATE: aft ADDRESS: NAME: '0042 -- RESUBMITAL DATES: PROJECT TYPE: ZONING STRUCTURAL EL PLUMBING kl\ MECHANICAL eta WiNigq Walk ViCkliglitWiairtig COIMInfas OS Imo bV411 44-Z ktitkiiifir 44 APR -07 -2010 09:04 From:TURNER CONSTRUCTION 7866219155 To:1 800 685 7530 P.2/3 STATE OF FLORIDA AC# 3 3 3 ? V0 DEPARTMENT OF BUSINESS AND 7 PROFESSIONAL REGULATION CGC1510469 07/02/08 077055335 CERTIFIED GENERAL CONTRACTOR AM RQ, RICARDO TURNER CONSTRUCTION COMPANY IS CRRTIFIED under ehw provitiond e£ Ch,489 i etpsrotsen dace, AUG 31, 2010 LQ8O ?0200995 1MI -DARE COUNTY X COLLECTOR W. FLAGLER ST. FLOOR EMI, FL33130 578356 -9 SINESS NAM! LOCATION TURNER CONSTRUCTION COMPANY 1399 SW 1 AVE 33130 MIAMI 2009 LOCAL BUSINESS TAX RECEIPT 2010 MIAIIAI -DARE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2010 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART 9 & 10 THIS iS NOT u FALL • i.1.0 "•r).- .. RENEWAL RECeir-TNO. - 603075 -3 STATED C6CI510469 tN ER TURNER CONSTRUCTIQN COMPANY T e of Business 196 GENERAL BUILDING CONTRACTOR ONLY A LOCAL TAX RECEIPT. IT 1T PERMIT THE 1.0 VIOLATE AM' REGMLATORT OR LAWS OF THE CM CITIES MGR EXEMPT IRE 110:J AM OTHER OR LR:EGSE 187 LA% MUSS ERTIFICAIICIE OF AIR'S QIMUFICo1- RECEIVER ]E COUNTY TAX 21%, • • .FIRST-CLASS U S POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 5O DO NOT FORWARD TURNER CONSTRUCTION COMPANY RICARDO AIIARO 1399 SW 1 AVE MIAMI FL 33130 APR -07 -2010 09:04 From:TURNER CONSTRUCTION 7866219155 02SL S89 NOTICE OF COMMENCEMENT A MIMES copy MAST BE POSTED IN THE .h8 SITE AT TINE OF MIST MET= PEAMJTNO.&1lO- Jg( TAxFatWNOja/J6ritvw&o STATE OF FLORIDA COUNTY OF MIAMI DADE: THE UNDERSIGNED hereby gives notice that Invrovemente w9 be STATE OF F HEREE';' ()tine/ properly. and in accordance with Chapter 713, nodda Statutes, the Is provided h ttds Notks of Commencement 1. Legal desertion of property and street/addresic „t / /soy ,ea. 2,1 d 111111111111111111111111111111111111111111111 C FN 2010R0477907 OR Ek 27355 F'9 2554; (113s) RECORDED 07/16/2010 14.32 :59 HARVEY RUVIHv CLERK OF COURT MIAMI -DACE COUNTY? FLORIDA LAST PAGE n C /O K, of CfaVi *7 # :5°7.4o iuS D.C. 2. D of hnpnosrerpent: C/9ss sZ o elm,-7 .F'e 'Ot37/i o--, s fr/r/tvap al 4.-)n per Sciigce Lg d 3.Owner(s) name and address ez a friiu ts... ii.✓,e ?4•,,d llizie,k S Je,,.e // to Al. 5.4 . � Interest in property: Name and address of fee since titleholder: 4. Contractor's none and 1 c #iJ /DO O , 1-7e4 Coo 1 -s, 20a .M»ar,1i' 5. Surety: (Payment bond required by owner from contractor if Name and add Amount of bores $ 6. Lender's name and address: 2 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name and addles= AVA 8. In addition to Nmseif, Owners designates the fallowing persons), to receive a copy of the tierar'8 Notice as provided In Sector 713.13(1)(b), Aida Statutes. _ Name and address: "/-/-0 9. Expiration date of this Notice of Commencement (the explation date is 1 year from the date of recording unless a different date is Signore of Owner _� r 4 �/ Print Owner's Name ICJ'1't'4 t&. QiI61 ' Prepared by ri,!'� ' ,_' carom to and . �. before me r� day of suy . 20 10 . V!O� �YJ Notary Public Print Notary's Name My commission expires: It r Z% W I O 1210142 vim4 aAa M 0 Jeffry J Yao . - j My Commission DD613542 �►a° Exphes 11/12/2010 Permit No: 10 -584 Job Name: April 16, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County Fire Department. 2) Plans must be reviewed and approved by Miami Dade County DERM. 3) Corrections for plumbing and electrical must be completed. 4) Provide all sub permit applications. 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 - 795 -2204 Tumer Barry University Physical Science Lab Renovatio Transmittal Project # 5F0747 Cover Sheet, Detailed, Grouped by Each Transmittal Number Telephone: Fax: April 07, 2010 Date: 4/7/2010 Transmittal No: 0001 0001 0 %loan cih®t {S vi +Y ht.4,9 letti tivit Itt5t H . 11,"4 twin 9huAa sh®s & tOM Ia. Ivy 115°110k %Si%- 91 0 Acknowledgement Required Information Al 001 11 1.00 d For Tlraernittedt . ___..__...... Jaime Saavedra Turner Construction Company 1399 SW 1st Avenue 3rd Floor Miami, FL 33130 Tel: 786 - 621 -9062 Fax: 786- 621 -9155 Hand Descripti = M; Permit Application Note cking Nut 002 2.00 Sets of Plans/Drawings Signed and Sealed 003 4.00 Energy Calculations 004 1.00 Notice of Commencement 005 1.00 State of Florida GC License 006 1.00 2010 Florida Annual Resale Certificate for Sales Tax 007 1.00 Certificate of Insurance Liability/Worker's Comp 008 1.00 Fume Hood Submittal 009 1.00 Cold Prep Room Submittal / Refrigeration Unit Fax Nu eitruArridier Signature 9t14 Signed Date TCCO - Transmittal Cover Sheet _V4.rpt RPT Revised: 2/25 /2009 Tumer Construction Company Page 1 of 1 2010 Florida Annual Resale Certificate for Sales Tax DEPARTMENT THIS CERTIFICATE EXPIRES ON DECEMBER 31, 2010 OF REVENUE Business Name and Location Address Registration Effective Date TURNER CONSTRUCTION COMPANY 375 HUDSON ST NEW YORK NY 10014 -3658 DR -13 R. 01 /10 Certificate Number 10/01/72 78- 8012211060 -8 This is to certify that all tangible personal property purchased or rented, real property rented, or services purchased on or after the above Registration Effective Date by the above business are being purchased or rented for one of the following purposes: • Resale as tangible personal property. • Re- rental as real property. • Incorporation as a material, ingredient, or • Re -rental as tangible personal property. • Incorporation into and sale as part of the repair of component part of tangible personal property • Resale of services. tangible personal property by a repair dealer. that is being produced for sale by manufacturing, • Re -rental as transient rental property. compounding, or processing. This certificate cannot be reassigned or transferred. This certificate can only be used by the active registered dealer or its authorized employees. Misuse of this Annual Resale Certificate will subject the user to penalties as provided by law. Use signed photocopy for resale purposes. Presented to: Presented by (Insert name of seller on photocopy) (date) Authorized Signature (Purchaser) (date) ACORD CERTIFICATE OF LIABILITY INSURANCE PLFRUB56 DATE 04/01/2010 PRODUCER Turner Surety and Insurance Brokerage, Inc. 300 Tice Boulevard - Suite 250 Woodcliff Lake, NJ 07677 (201)644 -2500 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC IS INSURED Turner Corporation Turner Construction Company 901 Main Street - Suite 4900 Dallas, TX 75202 INSURER A: Liberty Mutual Insurance Company A INSURER B: Liberty Insurance Corporation GENERALLIABIUTY X INSURER C: TB1- 625 - 092815 -049: Ea. Occ, Dam to Rent Prem, Pers & Adv Inj: $250k. TL1- 621 - 092815 -089: Ea. Occ, Pers &Adv Inj, Dam to Prem: $1.75k. Total Aggs at right. INSURER D: 11/01/2010 INSURER E $ 2,000,000 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDD/YY1 POUCY EXPIRATION DATE (MMIDDIYYI LIMITS A REPRESENTATIVES. GENERALLIABIUTY X COMMERCIAL GENERALLIABIUTY TB1- 625 - 092815 -049: Ea. Occ, Dam to Rent Prem, Pers & Adv Inj: $250k. TL1- 621 - 092815 -089: Ea. Occ, Pers &Adv Inj, Dam to Prem: $1.75k. Total Aggs at right. 11/01/2009 11/01/2010 EACH OCCURRENCE $ 2,000,000 PREMSES(Eaoccurence) $ 2,000,000 CLAIMS MADE X OCCUR MEDEXP (Anyone person) $ 10,000 PERSONAL 8 ADV INJURY $ 2,000,000 GENERAL AGGREGATE $ 5,000,000 GEMLAGGREGATEUMIT n APPUESPER PRODUCTS - COMP /OPAGG $ 12,500,000 POLICY I " I JF& n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ — BODILYINJURY (Peracddent) $ — PROPERTY DAMAGE (Per accident) $ GARAGE LIABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ EAACC OTHER THAN $ AUTO ONLY AGG $ EXCESS/UMBRELLA 7 LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ AGGREGATE $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFF10ER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC7- 625- 092815 -039 Employers Liab. /Stop -Gap OH, ND, WA, WV, WY 11/01/2009 11/01/2010 X ITORYLMRSI IER EL EACH ACCIDENT $ 2,000,000 EL DISEASE - EA EMPLOYEE $ 2,000,000 EL DISEASE - POLICY UMIT $ 2,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS EVIDENCE OF INSURANCE FOR PERMIT PURPOSES CERTIFICATE HOLDER CANCELLATION ACORD 25 (2001/08) © ACORD CORPORATION 19 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATETHEREOF,THE ISSUING INSURER WILL ENDEAVORTO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES VILLAGE 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE 5 Page 1 of 1 ACORD 25 (2001/08) © ACORD CORPORATION 19 Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: C(— ) (0-5-65, DATE: C D /C3 I, M4 tVomc.tiAt � ❑ Contractor ❑ Owner KArchitect Picked up 2 sets of plans and (other) 7' PCs Address: Z/ y- ri e( 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 Buildi g Cepartment ton ' ue pe ittin • rocess. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 10 -584 Job Name: April 16, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County Fire Department. 2) Plans must be reviewed and approved by Miami Dade County DERM. 3) Corrections for plumbing and electrical must be completed. 4) Provide all sub permit applicatibns. 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 - 795 -2204 -7®c (.2( Qi(5c5 SECTION 1 Project Type 0 Demolition �� R Roofing Process s M 1Qo 1Folio: Project Narria � :�.�.,�� rev: kosorrolsna `sue Address Mots sag va) Atm_ a. b. City MAMA ettontlEg State FL. Zip Code 7-0140 County ,Mulct a •- tone c. Project Dates (mm/dd/yy): Start 64/ /g,®t ® Finish EiVro ?olo d. Contractor Tatibtalf.E. etiascre.aaenia,43 Florida License a Qgj; l erg el woo e. Contractor Adds ss K s+ Contractor Telephone - 042../ — cocoa f. Give a brief description of work to be done at the above mentioned address (include scope of work and the estimated area in *hare feet that will be impacted by the project) Department of Environmental Resources Management AFFIDAVIT FOR ASBESTOS SURVEY /NOTICE Mr Quall rnaCast Division OF DEMOLITION OR ASBESTOS RENOVATION ' Fr 701 N.W. 1st Court, 8th Floor Miami, FL 33136 Mss. tt:TiC SECTION 11 I, the undersigned, hereby attest that 1 am aware of the following: 1. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469. 001 -015 Florida Statutes, an asbestos survey at the above referenced property may be required prior to any renovation or demolition activity. 2. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001 -015 Florida Statutes, all regulated asbestos containing materials (RACM) must be removed prior to any renovation activity that may impact the RAGA at the above referenced property. 3. Pursuant to 40 CFR 61, subpart M, section 145(a) and 469.001 -015 Florida Statutes, all regulated asbestos containing materials (RACM) must be removed prior to any demolition activity that impacts the RACM at to above referenced property. 4. Pursuant to 40 CFR 61, M, section 145(a) and 469. 001 -015 Florida Statutes, a written notlflcation must be submitted to DERM at least 10 working days prior demolition or asbestos abatement activity at the above referenced property. Additionally, 1 am aware that the demolition of two or more single family residence, located at to same property, a or no same that are being demolished for a common purpose not specifically exempted from the above relN��t to may result in civil s (e.g., for prosecution dat or both fadlities).1 am also aware that violations of the above -r regulations penalties and fines of up to $25,000 per day per violation. Name in Print s is- or Authorized Represenmti ende Address (Owner, Lessee or Authorized Rep.) Signature (Owner, Lessee or Authorized horized Representative with Notarized Authorization Letter) STATE OF FLORIDA COUNTY OF DADE ) ss: The foregoing instrument was acknowledged before me this rl4, 1-, Notary Public, State of Florida at Large Received by Na of RM 16h.01 -154 IOMB Telephone Number LINDA S. MITTS Notary Public • State of ids dm! Commission # 00 883031 7> 0 I IP Dated Signature THIS IS NOT A NESHAP NOTIFICATION —A SEPARATE NOTIFICATION MUST BE SUBMITTED FOR RENOVATION OR DEMOLITION See Reverse Side for Additional Information • • PANEL CONSTRUCTION USING CAM LOCK FASTENERS Metal surface of panels is laminated under pressure to rigid insulation using urethane adhesive providing a strong and permanent bond. All panel edges are of tongue and groove design with panel fasteners being factory installed cam locks, as follows: Housing - high impact, black polystyrene, Hook and pin - steel, Cam - high pressure die-cast zinc. Completed panels are easily assembled at the installation site. e GENERAL SPEaFICA'11010 Finish - walls and celfingm26 ga. with* embossed galmthern Finish - floors (if provideti): 20 gauge smooth gahnniz' ed steel Cooler insulation - Polystyrene (6" thickness, 125 lb per cable Ul. classified, as &lbws: ISP1 Foamed Phalle Surface Burning anorele Flame spread:20 Smoke developed - 185 Flame spread int smoke developed recorded while materbd rentals* in edged •test position, ignition of molten residue on the thmace floor resulted ht flame travel mptivalent to calculated flame spread classification of 40 and smoke developed classification *fever 500. Joints - Factory installed, USDA approved gasketing Door -36" x 78" overlapped, bitting design (same thickness and finish as wall panels); includes: one switch with pilot light, dial thermometer, polithed ahmsinum can lift hinges, polished ahmin' mn door latch with adjustable stag, provision for padlock and inside safety release Light ng - one vapor proof light fixture Construction - Metal surface of panels shall be bminated under press= to rigid insulation using urethane adhesive providing a strong and permanent bond. All panel edges are of tongue and groove design with panel connectors being factory installed rotary cam locks. When a prefabricated panel floor is not required, 1-1fr x 1-1/2°1 1/16" alumbunn angle is provided to attach and seal the wall panels to the building floor. • • f . New EC Motors for PROS Top Mount Packaged Refrigeration Systems Introducing the most energy efficient motor available for packaged refrigeration systems. Choosing energy efficient motors for your packaged systems can provide significant energy savings and lower operational costs. Additionally, because these motors can help reduce heat load (and system run - time), they can improve the reliability and longevity of refrigeration equipment. Electronically Commutated (EC) motors even further improve energy efficiency and equipment reliability. EC motors by InterLinkm' are up to 75% efficient — that's a 51 -59% increase over shaded pole motors and a 30-35% increase over PSC motors. As with PSC motors, you save money both directly from a decrease in motor watts and also from a reduction of heat gain into the refrigerated space. Permanent Split Capacitor (PSC) motors can significantly lower your energy costs. PSC motors average 30 -35% higher efficiency than shaded pole motors and offer dual energy savings by reducing motor watts and heat gain into the refrigerated space. eia�lerait; PROS Top Mount 1 Performance, Capacities and Specifications Model PT /PTT High /Medium Temperature Air Defrost Cooler Application rSavings are calculated using a cost of $.09 /kWh °'TForQutdoor, Nforindoor. Model PTNWPTT Medium Temperature 1 Electric Defrost 1 Freezer Application 4 'T For Outdoor, N for Indoor - PRO' Top Mount i Performance, Capacities and Specifications • Model PTN /PTT Low Temperature I Electric Defrost 1 Freezer Application • -10° F -20° F 0° F -10° F -20° F 0° F -10° F -20° F 0° F -10° F PTNO1 9L6 2 640 PT*021 L6 PT*031L6 PT *044L6 PT*052L6 PT *069L6 3260 1 670 2,470 N/A 1,030 1,600 7,040 5 440 4,080 6 60 4,830 3 630 5,870 4 30 3,400 5,400 4,170 3,130 4,540 3,500 2 630 8,400 6,430 4,690 7,470 5 720 4,170 7,000 5,360 3,910 6,440 4,930 3,600 5,410 4,140 3,020 10 :70 8,520 6,300 9670 7,850 9,060 7,100 5,250 6 530 4:30 7 010 5490 4 060 Model PTN/PTT Electrical Data 1 Specifications 1 All Models PTN 026H6AA PTN 031H6AA PTN 042H6AA PTN 050H6AA PT*050H6BA PT*067H6BA PT*076H6BA PT *104H6BA PT*104H6CA PT*133H6BA PT *133H6CA PT*024M6AA PT*029M6AA PT*040M6AA ASE20C4E PTN 047M6AA PT*047M6BA PT*063M6BA ASE26C4E ASE35C4E RST45C1E PT*072M6BA PT*099M6BA PT*099M6CA PT*128M6BA RST45C1E RST64C1E RS70C1E PT*128M6CA PTN019L6AA PT*021 L6AA CS10K6E C51OK6E PT*021L6BA PT*031L6BA PT*044L6BA CS12K6E CS12K6E ASE20C4E ASE26C4E ASE35C4E 115/1/60 RST45C1E RST45C1E RST64C1E PT*052L6BA PT*052L6CA PT*069L6BA PT*069L6CA 115/1/60 115/1/60 115/1/60 RS70C1E CS10K6E CS20K6E 208 -230/1 /60 208 - 230/1/60 208 -230/1 /60 CS12K6E CS12K6E 208- 230/1/60 208 - 230/3/60 208-230/1/60 AFT22C1E AJA2425ZXD AJA2425ZXD CF04K6E 208 - 230/3/60 115/1/60 7.4 5.9 115/1/60 115/1/60 CF06K6E 8.3 15 6.9 113 15 9.3 14.0 20 11.6 7.0 15 5.9 115/1/60 208-230/1/60 CF06K6E CF06K6E CF09K6E CF09K6E 208 - 230/1/60 208 - 230/1/60 113 93 93 15 7.8 14.8 20 12.4 208 -230/1 /60 208- 230/3/60 11.0 15 9.3 14.8 20 12.4 11.0 15 9.3 7.4 15 5.9 208 - 230/1/60 208- 230/3/60 115/1/60 115/1/60 83 15 6.9 113 15 93 340 208-230/1/60 208 - 230/1/60 14.0 20 11.6 7.0 15 5.9 340 350 350 550 500 11.5 15 9.5 208 -230/1 /60 208 - 230/1/60 208 - 230/3/60 208 -230/1 /60 9.3 15 7.8 14.8 20 12.4 875 875 825 825 208 - 230/3/60 11.0 15 93 14.8 20 12.4 11.0 15 93 340 13.0 20 13.0 145 20 12.3 Yes 350 7.6 15 6.5 13.8 15 11.6 15.9 20 133 350 550 Yes Yes Yes 500 18.1 20 153 12.2 15 13.0 23.8 30 20.0 15.9 20 142 875 Yes2 Yes2 Yes2 875 825 825 340 Yes2 350 350 550 Yes Yes Yes 520 900 5-20R Yes Yes' 900 875 875 Yes2 5-20R 5-20R Yes2 Yes2 5-20R 6-15R 6-15R 6-15R Yes2 6-20R Yes Yes Yes2 Yes2 6-20R 5-20R 5-20R Yes2 5-20R 5-20R A 6-15R 6-15R 6-15R 6-20R A A B B 6-20R B B 5-20R C C C C A 88 40 90 41 A 5-20R 6-15R 6-15R 6-20R A B 92 42 192 87 192 87 B B 8 C 207 94 211 95 270 122 265 120 290 132 285 129 C C C A 8 88 90 41 92 42 192 87 B B B C C C 192 87 207 94 211 95 C 270 122 265 120 290 132 285 129 101 46 213 97 213 97 221 100 225 102 275 125 270 122 280 275 127 125 A Indicates either E far EC evaporator motororH for PSC evaporator motor *T For Outdoor, N for indoor. 2Plug Supplied on Indoor models only. 'See dimensions page6. 5 1101 PRO3 Top Mount 1 Dimensions Figure A Small Cabinet Design (indoor only) 15.3" (38.86 cm) 1 4" (10.16 cm 14.1" (35.81 cm)-j 28.1" (63.75 cm) 24.4" (61.98 cm) —I 0 *Ayr., or"'" al• • • EFE3 E? C'.77',77t 20.4" (51.82 cm) -I Figure B Medium Cabinet Design 14-24.5" (62.23 cm)--4I 52" (132 cm) 21.5' (5461 Figure C Large Cabinet Design 42" (106.7 cm) With Weatherhood: 47.3" (12014 cm) 38.25" (97.16cm) 6 9' TOP VIEW FRONT VIEW ill -9" 6 -6' THICK POLYSTYREN 125 LB PER FT3 DENSITY 26 ga. WHITE EMB. GALVALUME 220 ga. GALV. STEEL FRONT VIEW 4 SECTION VIEW 11U 3' 6 -6' THICK POLYSTYREN 125 LB PER FT3 DENSITY 26 ga. WHITE EMB. GALVALUME 220 ga. GALV. STEEL 78 cal 4 SECTION VIEW ALLOW A MINIMUM OF 2° CLEARANCE BETWEEN CHAMBER & ANY WALLS OR FIXTURES FLOOR MUST BE SMOOTH & LEVEL FOR PROPER INSTALLATION ONE (1) 36' X 78" STANDARD INFITTING SWING DOOR (SELF - CLOSING) GASKETED PANELS COOLER WITH FLOOR E E.I.SA. CONSTRUCTION ❑ NSF CONSTRUCTION • • E 8 6 -6' THICK POLYSTYREN 125 LB PER FT3 DENSITY 26 ga. WHITE EMB. GALVALUME 220 ga. GALV. STEEL ALLOW A MINIMUM OF 2° CLEARANCE BETWEEN CHAMBER & ANY WALLS OR FIXTURES FLOOR MUST BE SMOOTH & LEVEL FOR PROPER INSTALLATION ONE (1) 36' X 78" STANDARD INFITTING SWING DOOR (SELF - CLOSING) GASKETED PANELS COOLER WITH FLOOR E E.I.SA. CONSTRUCTION ❑ NSF CONSTRUCTION • • BN -PROTB FEBRUARY 2010 Replaces BN-PTMTB, 11/08 & BN- PSMTB, 0508 THE COLD STANDARD PROS TOP MOUNT & SIDE MOUNT PACKAGED REFRIGERATION SYSTEMS chn uide Models PTN I PTT I PST For Indoor and Outdoor Applications , www.thec olds l do rd,com • Table of Contents Nomenclature 2 Features & Benefits 3 PROS Top Mount EC Motors Performance, Capacities and Dimensions 4 Specifications 4-5 6 PROS Side Mount Performance, Capacities and Dimensions Specifications 7 8 -9 10 -11 Replacement Parts by InterLinr MEA Accepted E Solutions E Solutions'" branded products and options are designed to exceed current energy and environmental standards. We have made a conscious commitment to developing environmentally innovative products that allow our customers to make energy efficient, eco-conscious choices. Products included in the E Solutions portfolio reduce costs, improve bottom lines, and enhance both equipment performance and service life. The PRO' Top Mount and Side Mount packaged refrigeration systems have a reduced refrigerant charge compared to comparable split systems. Also, EC motors are available for the evaporator portion of these units for increased energy efficiency and decreased energy costs. Visit www.heatcraftrpd.com /esolutions for more information. Nomenclature Product Line Design Orientation Application Nominal Location Capacity Temperature Range Refrigerant Type Voltage Motor Product Line Design Application Orientation Location Nominal Capacity Temperature Range Refrigerant Type Voltage Motor P = PRO' Packaged Refrigeration System S = Side Mount T = Outdoor # =BTUHX 100 H = High/ Medium L = Low M = Medium w/ electric Defrost 6 = R -404A B = 208 -230/ 1/60 H = PSC E = EC (evap. only) 2 2009 Hea[aaft Refrigeration Products, 114 • • Features and Benefits The PRO3Top Mount and Side Mount packaged refrigeration systems combine evaporator and condensing unit into one unit expediting installation time and reducing refrigerant charge — saving time, money, and energy. These systems are designed to maximize storage space inside walk -in coolers or freezers and are ideal for small- to medium -sized restaurant and convenience store applications. Systems are fully - assembled, evacuated, charged, run - tested and wired at the factory. No additional components are required. NSF NSF listing applies to evaporator grill portion. PRO3Top Mount Installed PROS Side Mount Installed Optimized for indoor use Optimized for outdoor use Top Mount Side Mount Available Maximum vertical storage capacity Restaurant-quality brushed-aluminum finish Recommended for temperature pull -down Ideal for holding temperature 4 4 Maximum airflow 4 Medium -temp defrost 4 `vim m eritl r 'sly Reduced refrigerant charge 4 R -404A ready PSCMotors EC Motors (Evaporator section only) Pre - charged with refrigerant Available Available No refrigerant piping required 4 d Evaporative condensate pan Microprocessor control Liquid -line filter drier Drain line needed Medium and large cabinet only Two-year parts warranty J 4 3 New EC Motors for PROS Top Mount Packaged Refrigeration Systems Introducing the most energy efficient motor available for packaged refrigeration systems. Choosing energy efficient motors for your packaged systems can provide significant energy savings and lower operational costs. Additionally, because these motors can help reduce heat load (and system run - time), they can improve the reliability and longevity of refrigeration equipment. Electronically Commutated (EC) motors even further improve energy efficiency and equipment reliability. EC motors by InterLink"' are up to 75% efficient - that's a 51 -59% increase over shaded pole motors and a 30 -35% increase over PSC motors. As with PSC motors, you save money both directly from a decrease in motor watts and also from a reduction of heat gain into the refrigerated space. Permanent Split Capacitor (PSC) motors can significantly lower your energy costs. PSC motors average 30 -35% higher efficiency than shaded pole motors and offer dual energy savings by reducing motor watts and heat gain into the refrigerated space. PTN 026H6 PTN 0311-16 PTN 042H6 PT* 067H6 076H6• ' PT* 104H6 PT* 133H6 $13 $13 $13 $65 $97 7 PTN 029M6 PTN 040M6 PT* 047M6 PT* 063M6 PT* 072M6 PT* 099M6 PT* 128M6 $13 3 -$32 $65 $65 $97 $97 PROS Top Mount 1 Performance, Capacities and Specifications Model PTN/PTT PTN/PTT High /Medium Temperature I Air Defrost I Cooler Application PTN019L6 PT*0211-6 PT *031L6 PT*044L6 PT *052L6 PT *069L6 $13 $60 $91 S91 ' Savings are calculated using a cost of$.09 /kWh * T For Outdoor, Nforindoor. 90 °i minent PTN026H6 031 PTN042H6 35° F 2,970 PT's 0H PT *067H6 PT*076H6 PT *104H6 �Fl 4,950 5,820 7,800 12,990 14 780 3,100 2,730 2,860 2,610 2,740 2,470 2,600 2,230 2,340 5,170 4,560 3,450 4,760 3,160 4,360 4,570 4,110 4,330 3,710 3,890 8,150 7,180 7,500 6,860 7,190 6,470 6,810 5,850 6,130 13,750 11,800 12,490 11,190 11,810 10,550 11,200 9,260 9,840 14260 3 500 Model PTN /PTT Medium Temperature I Electric Defrost I Freezer Application iii ernlaglaur PTN024M6 F 2,970 2,730 2,610 35 °F 2,470 2,230 PTN029M6 PT•040M6 3,590 4,950 3,300 4,560 3,160 4,360 980' 4,110 2,390 3,710 • PT 1106 PT *063M6 5,820 7,800 5,350 7,180 5,120 6,860 4,830 6,470 4, 60 5,850 PT*072M6 ,610 7,890 7,500 7,100" • PT *099M6 12,990 11,800 11,190 10,550 9,260 PT *128M6 4 14,780 13,530 12,790 12,040 0,740 *T For Outdoor, N for Indoor. PROS Top Mount 1 Performance, Capacities and Specifications Model PTN /PIT Low Temperature I Electric Defrost I Freezer Application PTN01916 0 °F A ie tt 90 F, A b ent • 95 nnb'i ent 100 F "A btu, 0 Ambient O* F -10° F -20° F 0° F -10° F -20° F 0° F -10° F -20° F 2,960 PT'*021 L6 3,220 PT*031 L6 5,060 PT*044L6' PT*052L6 PT*069L6' 7,040 8,400 N/A 2,590 3,830 5A40 6,430 N/A 1,610 2,470 4,080 4,690 2,640 2,860 4,500 6,260 7,470 N/A N/A 2,470 2,300 1,430; 2,680 3,400 2,200 4,220 4,830 3,630, 5,870 5,720 4,170 7,000 0° F -10° F -20° F 0 °', F -10° F 20 °',F, N/A N/A 2,270 N/A N/A 2,160 1,340 2,470 1,990 1,230 3,190 2,060 3,880 2,940 1,900 4,530 3,400 5,400 4,170 3,130 5,360 3,910 6,440 4,930 3,600 1,910 N/A N/A 2,080 1,570 1,030;, 3,260 2,470 1,600 4,5417 3,500 2,630 4,140 3,020 0,870 8,520 6,300 9,670 7,850 5d 9,060 7,100 0 ,340 6,530 4,830 7,010 5,490 4,060 Model PTN /PTT Electrical Data I Specifications 1 All Models Compress or Model PO; : Napo t�or Pl g N MA 'amps; C ` Supplied e e Rtac 2p oxrm e let t ht PTN 031 H6AA' PTN 042H6AA PTN o50H6AA PT *050H6BA PT*067H6BA ASE26C4E • ASE35C4E • RST45C1E RST45C1E RST64C1E 115/1/60 115/1/60 115/1/60 208 - 230/1/60 208 - 230/1/60 .83 11.3 14.0 7.0 11:5 15 15 20 15 15 6.9 93 11.6 5.9 9.5' 340 340 350 350 550 Yes Yes Yes Yes2 Yes2 5-20R 5-20R 5-208 6-15R 6.158 A A B B 90 92 192 192 207 41 42 87 94 PT*076H6BA PT*1 RS70C1E 208- 230/1/60 93 15 7.8 500 Yes2 6-15R B 211 95 H66A'. tK6E 208 - 230/1/60 14.8 12.4 875 Yes2 6-20R C • 27(1 122 PT *104H6CA CS10K6E 208 - 230/3/60 11.0 15 93 875 C 265 120 P. H6BA CS12K6E 208- 230/1/60 14,8 12.4 825 Yes2 6-208 32 PT *133H6CA CS12K6E 208 - 230/3/60 11.0 15 9.3 825 C 285 129 PT*024M6An PT*029M6AA ASE20C4E ASE26C4E 115/1/60 7.4! 5.9 115/1/60 8.3 15 6.9 340 Yes Yes 5-20R 40! 5 -20R 41 :E.PP040M6AAii . PTN 047M6AA IE35C4E 115/1 /60 113 9.3 340 YE 5 -20R 42 J. RST45C1E 115/1/60 14.0 20 11.6 350 Yes 5 -20R B 192 87 PT*047M6BA RST45C1E 208- 230/1/60 7.0', 15 350 Yes2 SR 87 PT*063M6BA RST64C1E 208 - 230/1/60 115 15 9.5 550 Yes2 6-15R B 207 94 PT!072M6BA R570C1E 93 15 7.8 Yes2 6-15R 211 PT *099M6BA CS10K6E 208 - 230/1/60 14.8 20 12.4 875 Yes2 6-20R c 270 122 PT*099M6CA CS20K6E 208- 230/3/60 11.0 15 875 65 12 PT *128M6BA CS12K6E 208 - 230/1/60 14.8 20 12.4 825 Yes2 6-20R C 290 132 Pr128M6CA 1 6 208-230/3/60 11.0 15 93 825 C 129 AFT22C1E 115/1/60 13.0 20 13.0 340 Yes 5-20R A 101 PT*021L6AA !i PT *021L6BA AJA2425ZXD AJA2425ZXD 115/1/60 145 123 350 Yes 20R 213 7 208-230/1/60 7.6 15 6.5 350 Yes2 6-15R B 213 97 PT*031L6BA CF04K6E 208-230/1/60 13:8 15' 11,61. 550 Yes2 • 6-15R 100 PT *044L6BA PP052L6BA CF06K6E CF06K6E 208-230/1/60 208230/1/60 15.9 18,1 20 20: 133 153 520 900 Yes2 6-20R 225 102 275 125 PT *052L6CA CF06K6E 208-230/3/60 12.2 15 900 C 270 122 PT"069L6BA PT*069L6CA CF09K6E CF09K6E 208-230/1/60 23.8 20.0 875 127 208-230/3/60 15.9 20 14.2 875 C 275 125 A Indicates eitherE for EC evaporator motororH for PSC evaporator motor •T For Outdoor, N for Indoor. 2 Plug Supplied on Indoor models onty. See dimensions page 6 5 • PROS Top Mount 1 Dimensions Figure A Small Cabinet Design (indoor only) 15.3" (38.86 cm 4" (10.16 cm 14.1" (35.81 cm) —28.1" (63.75 cm) Figure B Medium Cabinet Design 28.5" (72.4cm) With Weathe mid: 338" (85.88 em) 4 -215 (54.91 cm) on outdoor models with weathethoad Figure C Large Cabinet Design 6 4- 233° (59.69 cm) on outdoor models with weatherhood • PROS Side Mount 1 Performance, Capacities and Specifications Model PST High /Medium Temperature I Air Defrost I Cooler Application 35°F 38° F _;rat; red F 38° F 5° F r1en.. 1 F :rni�en 38° F 35° F PST070H6B* 7,066 7,414 6,860 PST090H6B* 9,196 9,644 PST131 H6B* 13,244 13,946 PST147H6B''� 14,982 15,702 12,859 7,198 6,442 x,363 8,643 9,064 13,540 12,448 13,107 245 , 14,0881, 14 €758 Model PST Medium Temperature I Electric Defrost I Cooler Application 12,074 13,658 6,759 5,678 38° F 8,792 12,714 7 10,643 14,315 1 5,957 7,749" 11,207 12,638 ',',. M6B' 9,196 8,928 7;389 PST124M6B* PST141 M6$* 13,244 14.982 12,859 12,448 12,074 10,643 14, 4.081 13,658 12,039 • Model PST Low Temperature I Electric Defrost! Freezer Application 80' FArntlittnt PST034L6B* 5,584 4,052 2,659 5,031 FrAmbi en1 3,651 2,395 5°F Inbiens 4,746 3,444 2,260 100F Ambient 4,366 3,168 2,079 1,0`'F,Arrailent 3,726 P5T0511:6B* 7,683 6,025 4,377 92 5..426 3,943 PST057L6B* 8,873 77L6B*', 11,769 9,079', 4,609 6,694 7,994 6,079 4,153 6,530 7,541 5,121 3,720 5,735 3,918 10,602'. 8,179 6 030 10,002 7,716 5,689 6,008 6,938 9,202 4,7 5,276 7,099 3,604 5126 5,920 2,704 4,502 1,774 5,234 7;852 6.057 2920'. 3,075 4.466'. Model PST Electrical Data I Specifications PST070H6B* 090H6B* PST131H6B* PST147H613* PST066M6B* Compre • ar v o ato ®i a sfdkis" VoltNe q‘,11 MOO Mo el RST64C1E RST7� 1E CS10K6E CS121C6E RST64C1E 208 - 230/1/60 15.0 20.0 208- 230/1/60 208 - 230/1/60 208 - 23011/40 208 - 230/1/60 15.0 15.0 15.0 15.0 20.0 20.0 20.0 20.0 625 625 1,350 350 B 118 145 148 625 A PST RST7OC1 E 15.0 2$ '. 260 265 118 PST124M6B* CS10K6E 208 - 230/1/60 15.0 20.0 1,350 320 145 PST141 M6B* PST034L6B* CS1 CF04K6E 208- 230/1/60 208 - 230/1/60 15.0 20.0 1,350 325 1A 3 15.0 20.0 625 A 260 116 PS10511.6B* PST057L6B* CF CF06K6E 208-230/1/60 208 - 230/1/60 .0 20.0 625 265 20 15.0 20.0 1,350 B 320 145 PST0771-6B* CF09K6E 20.7 5.0 325 *H for PSC E for EC motor on evaporator section only. ' See dimensional diagrams, page 8 and 9. 7 • PRO' Side Mount 1 Dimensions Figure A Model PST1 Small Cabinet • TOP VIEW 49-1/8" 1248 mm 1 -3/4" 44 mm 31 -3/4" 806 mm SIDE VIEW 20-1/4" 514 mm 8 49-1/8" 1248 mrn 46-1/4" 1175 mm x_29 -5/8" 752 mm 1 -3/4" 44 rn rte 12-1/4" :311 mm 32 -5/8" 905 mni 4 16 -5/8" 422 mm BACK VIEW 1 -3/4" 1 -5/8" 44 mm 41 mm 35 -5/8" 905 mm T • PROS Side Mount 1 Dimensions Figure B Model PST1 Large Cabinet TOP VIEW 13 -3/8" 340 mm 49-1/8" 1 248 mm 16-1/4" 1 -3/4" 45mm 36-1/2" 927 mm 34" 864 mm SIDE VIEW 20-1/4" 514 mm 33 -7/8" 860 mm 29 737 mm 37 -3/4" 959 mm 36" 914 mm 1 49-1/8"_•, 1248 mm 46-1/4" 1175 mm 752 mm 1 -3/4" 44 nn BACK VIEW 1 -3/4" 1-5/8" 44mm 41 mm 12-1/4" 311 mm 38 -1/2" 40 -1/8" 978 mm 1019 mm 32 -5/8" 905 Mtn ®� 16 -5/8" 422 mm 9 Replacement Parts InterLINK Commercial Refrigeration Parts Right source. Right parts. Right now. InterLink ' is your link to a complete line of dependable and certified commercial refrigeration parts, accessories and innovative electronic controls for all Bohn equipment. At InterLink, we provide our wholesalers with a comprehensive selection of product solutions and innovative technologies for the installed customer base. And every product is built to ensure the same high performance standards with which all Heatcraft brands are built — backed by a dedicated team to serve every customer need, delivering at the best lead times in the industry. Dependable. Versatile. Courteous. Finally, one simple source for all your replacement needs from a name you can trust. For parts, please contact (800) 686 -7278 or visit www.interlinkparts.com. High Temp (1V1 .d.Te. t Condenser Condenser Eva..rator 208 -230V) Conde ( Condenser (115V) Condenser (115 V) Eva . Fan Motor Bracket Eva • Fad otor Cond Fan Motor Bracket Cond Fan Motor B k 25A, 208-230 20A,115V" 20A, 230V Temp Control 230 Temp Control (115V) Temp Sensor !; DefrostTemp Sensor Heater Limit Thermostat Defrost Heaters (115V) Defrost He; Defrost Heaters (230V) Defrost Heaters (230V) 22901901 22900701 2290601 • 25307801* 25307701 25303201 3077 25307701 25300101 4000104 23103301 23101101 2259996 2252303 R034915200 21301 21301101 28913701 5708L 24751901 24712101 4312F ■ ■ ■00© ©©© ©© ■■■OO ©©©I©©© ■00© ©©©©© ©0®■■■■ ■■ ■ ■0 ©0 ■■■■ ■ ■ ■■ ®■ ■ ■ ■■ ■■■ ■■ ■0000©©©© ■■■DO�O©©©© ■OODO©©©© © O © ■ ■ ■ ■■ ■ ■ ■011® ■■ ■ ■■ ■ ■ ■l1 ■■ ■ ■ ■ ■■■ ■■■■ O©© ©©©©■ ■■ ■ID©© ©I©©© ■ ■O ©FIFIIIII©© ■■■ ■■■■ ■■■■■ ■ ■®■ ■■■ ■ ■■■©■ ■ ■ ■ ■■■ ■■■■■ ■ ■ ■ ■■■ 000 ■ ■■ ■■ ■■■ 0■ ■ ■ ■ ■ ■ ■■ ■ ■ ■0 ■■ ■■ ■ ■■ ■ ■■111!7 ■ ■ ■■■ ■■ ■O■■ ■ ■ ■ ■■ ■■■ 00© © ©©©© ■ ■ ■DO © ©©©©© ■DO©©©© ©lll] ©n0 ■ ■■■■■■■ IIDOI®■■■■■ ■■■ i7■ ■ ■■■■■■ ■■ ■DODO©©©©■ ■ ■DODO©©©©■DOOO©©©© ® ®® ■ ■ ■ ■ ■ ■ ■ ■0I®®■ ■■ ■■ ■■ ■0■ ■ ■ ■■■■■ •UUU•UUINUUUII•UUIUfIU•UIUUUUD ©11©©h■l•■•1©®fl0••I■■■IMIIMIiIi■ •IUUUOUf•fl...UUfIIUNUU...DUDD.D. • iiu0©®®©00iiui00®0®©0iu0011 ©0 ©0 nnnn.........nn ....... ......... ©®.U.®.®®fl®...®®fl...®®®®..©©U®® 11111111111111111111111111111111111111111111111111111111111111 UU©11000UUN®I1®UUIIUfN©©DfU©®©©O©D ........... ........... ......... ■..■...■■..■■...■.■.■■■a.■■■..■ ....................•...©©©.... ............•....•.........®©®® 4313F H forPSC, E for ECmotor on evaporator section only *PSC motor option (H designation on end of model name): part 25307801= 25308601, part 25307701 = 25308501, part 25303201= 25399201, part25300101= 25308501. Contact lnterLink Parts at 800 -686 -7278. 10 Replacement Parts me COLO 81,440.0130 c-o Evaporator 22901901 Condenser 22900701 1 1 1 1 2 2 3 3 3 3 1 2 2 3 3 3 2 2 Evaporator (208 -230V) 25307801* 1 2 2 3 3 2 3 2 2 2 2 2 3 1 2 2 3 1 2 2 3 3 3 3 1 2 2 3 3 3 3 0 •c w Condenser (208 -230V) Condenser (115 V) 25307801 25307701 1 1 2 2 2 2 1 1 2 1 1 1 2 Evap Fan Motor Bracket Cond Fan Motor Bracket 4000104 23103301 1 1 1 1 1 2 1 3 2 3 2 3 2 1 1 2 1 2 1 3 2 2 2 3 2 1 2 1 1 2 2 2 3 2 .L^ 8 25P, 208 -230 2259996 1 1 1 1 20A, 115V 2252303 1 20A, 230V R034915200 1 1 1 1 1 1 1 1 Temp Control (208 -230V) 21301001 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Temp Control (115V) 21301101 Room Temp Sensor 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DefrostTemp Sensor Heater Limit Thermostat 28913701 5708L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • •:na`s Defrost Heaters (230V) 4312F 3 3 Defrost Heaters (230V) 4313F 3 3 3 3 VI . t_ .. a 0 0 0 Fan Pressure. Control Fan Temp Control 28917301 5521R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Drain Line Heater 24753401 1 1 1 1 Drain Line HeaterT'stat 28917401 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Weatherhood Medium 50047901 1 1 Weatherhood Large 50047801 1 1 1 1 1 IIIL I u. al Evaporator 5140C 1 1 2 2 1 1 2 2 1 1 2 2 Condenser' 22901901 2 2 3 3 2 3 0 ro Evaporator, PSC - 208 /230 volt 25308601 1 2 2 1 2 2 1 1 2 2 Evaporator, EC - 208/230 volt 25317701. 1 1 2 2 1 2 1 2 Condenser - 208/230 volt 25308301 2 2 3 3 2 2 3 3 2 2 3 3 Evaporator fan motor bracket 23103301 1 1 2 2 1 1 2 2 ::;,2•::• Condenser fan motor bracket 4000104 2 2 3 3 2 2 3 3 2 2 3 20A, 230 volt 34915200 1 1 1 1 1 1 1 1 1 Temperature control - 208/230 volt 21301001 1 1 1 1 1 1 1 1 1 1 1 Temperature control -115 volt 21301101 1 1 1 1 1 1 1 Heater limit thermostat 5708L 1 1 1 1 1 1 1 N 0 IV al Iv en x Q Defrost heaters - 230 volt 4312F 3 3 3 Defrost heaters - 230 volt 4342L 3 3 3 3 � ro,� 7 a 0 Fan pressure control Fan temperature control 28917301 5521R 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Drain line heater 24753401 1 1 1 1 1 1 1 Drain line heater thermostat 28917401 1 1 1 1 1 1 1 1 1 1 1 A H for PSC, E for EC motor on evaporator section only. *PSC motor option (H designation on end of model name): part 25307801=25308601, part 25307701=25308501, part 25303201=25399201, part 25300101=25308501. Contact InterLink Parts at 800-686-7278. 1 1 CHEMICAL INVENTORY WIEGAND ANNEX 102 Dr. Wallner's Research Lab Compound CAS # Company Catalogue # Container Amount Quantity Location ( +)- alpha- tocopherol 10191 -41 -0 Aldrich 233 -466 -0 5 g 1 Refrigerator 2- propanol 67 -63-0 Sigma - Aldrich 4 L 1 Flammable Cabinet 4- (2- aminoethyl) benzene- sulfonamide 35303 -76 -5 Aldrich 275247 25 q 2 Adrian 103 shelf aluminum ammonium sulfate 12- hydrate crystal 0484-01 JT Baker 500 9 1 Adrian 103 Shelf Ammonium Sulfate 7783 -202 JT Baker 2.3 kg 1 Adrian 103 Shelf Ammonium Sulfate 7783 -202 Sigma 231 -984 -1 1 kg 1 Adrian 103 Shelf beta - alanine 107 -95 -9 Aldrich 146064 500 g 1 Adrian 103 shelf Butyl alcohol 71 -36 -3 Mallinckrodt 473 mL 1 Flammable Cabinet Calcium hydride 7789 -78-8 Aldrich 20 -802 -7 100 g 1 Flammable Cabinet carvacrol 449 -75 -2 Aldrich 282197 10 9 1 Refrigerator citric acid 77 -92 -9 Sigma - Aldrich 500 g 1 Adrian 103 shelf creatine 57 -00-1 Aldrich 85524-3 100 g 1 Adrian 103 shelf Creatine anhydrous 57 -00-1 Sigma 50 g 1 Adrian 103 Shelf creatinine 60 -27 -5 Aldrich 85970 -2 50 g 1 Adrian 103 shelf d- Alanine 338 -69 -2 Sigma 206 -418 -1 100 mg 1 Adrian 103 shelf d- alanine 338 -69 -2 Sigma 50 g 1 Adrian 103 Shelf d- biotin 58 -85 -5 Roche 10 mg 1 Adrian 103 shelf deuterium oxide 7789 -20-0 Aldrich 151882 250 g 1 Refrigerator deuterium oxide 7789 -20-0 Aldrich 232 -148 -9 pkg (10x1 mL) 46 Adrian 103 drawer Dimethyl formamide 68 -12 -2 B&J Brand 76 4 L 1 Flammable Cabinet Dimethyl sulfoxide 67 -68-5 Aliquot 1000 mL 1 Flammable Cabinet dl- panthenol 16485 -10 -2 Roche 10 mg 1 Adrian 103 shelf dry vitamin E 59-02 -9 Roche 10 mg 1 Adrian 103 shelf Ethanol 64-17 -5 Sigma- Aldrich 4 L 1 Flammable Cabinet Ethanol, 200 proof 64-17 -5 reapckaged 50 mL 1 Flammable Cabinet Ethyl acetate 141 -78-6 Sigma - Aldrich 4 L 1 Flammable Cabinet Grape juice Welchs (repackaged) 1 Refrigerator Hexane 110 -54-3 Aliquot 4 L 1 Flammable Cabinet Irganox 1010 84633 -54-5 Ciba 253620810008 100 g 5 Adrian 103 shelf Irganox 1035 41484-35 -9 Ciba 1725229 100 g 1 Adrian 103 shelf Irganox 1076 2032 -79-3 Ciba 253620511000 100 g 2 Adrian 103 shelf Irganox 3114 27676 -62-6 Ciba 703620840008 100 9 2 Adrian 103 shelf L- ascorbic acid 50 -81 -7 Sigma - Aldrich 500 g 1 Adrian 103 shelf maleic acid 110 -16 -7 Sigma - Aldrich 500 g 1 Adrian 103 shelf Methanol 67 -56 -1 reapackaged 1000 mL 1 Flammable Cabinet Methanol 67 -56 -1 Sigma - Aldrich 4 L 1 Flammable Cabinet Niacinamide 98 -92 -0 Roche 10 mg 1 Adrian 103 shelf Orotic acid 50887 -69-9 TCI America 00065 500 g 1 Adrian 103 shelf pH 4.00 Buffer solution 877 -24-7 VWR 34170 -106 500 mL 1 Adrian 103 Shelf pH 7.00 Buffer solution 7558 -79-4, 7778• VWR BCH5052 500 mL 1 Adrian 103 Shelf p- toluene sulfonamide Eastman Kodak 250 g 1 Adrian 103 Shelf Sodium hydride 7646 -69-7 Aldrich 100 9 1 Flammable Cabinet Tetrahydrofuran 109 -99-9 Allied Signal AH 340-4 4 L 1 Flammable Cabinet Thiamine hydrochloride 67 -03-8 Roche 10 mg 3 Adrian 103 shelf Toluene 108 -88 -3 Aliquot 1000 mL 1 Flammable Cabinet Vitamin A acetate 127 -47 -9 Roche 10 mg 5 Adrian 103 shelf Vitamin A palmitate 79 -81 -2 Roche 10 mg 1 Adrian 103 shelf vitamin B1 hydrochloride 67 -03-8 Fluka 95160 25 g 1 Refrigerator Vitamin E acetate 7695 -91 -2 Aldrich 24817 -7 25 g 1 Refrigerator updated 10/2009 DR. RESEARCH LAB DESCRIPTION Company STOCK UNIT QUANTITY Location NUMBER Tetramethoxysilane Aldrich 87680 100mL 1 On the shelf organic - toxic Poly(ethylene)oxide MW 1,000,000 Aldrich 372781 5g 1 Drawer with standards 3- (methacryloyloxy) propyl trimethoxysilane Aldrich M6514 50mL 1 Fridge 2,2,3,3,3 - Pentafluoropropyl methacrylate Aldrich 474193 5mL 1 Benzophenone Aldrich 239852 50g 1 Drawer with standards Ethylbenzene Aldrich 3079 5mL 1 Flammable cabinet Hexylbenzene Aldrich 53158 1 mL 1 Drawer with standards Tetramethoxysilane Aldrich 681 -84 -5 500mL 1 On the shelf organic - toxic Poly(ethylene)glycol MW 10000 Aldrich 25322 -68-3 1 kg 1 On the shelf organic Urea Aldrich 57 -13-6 500g 1 On the shelf organic Aluminum nitrate nonahydrate Aldrich 7784 -27 -2 500g 1 On the shelf inorganic - oxidizer N- methylformamide Aldrich 123 -39-7 11 1 On the shelf organic - toxic Propylene oxide Aldrich 75 -56-9 500mL 1 Freezer Aluminum chloride hexahydrate Aldrich 7784 -13-6 100g 1 On the shelf inorganic 2- Mercaptobenzothiazole Aldrich 149 -30-4 5g 2 Drawer with standards Benzothiazole Acros 95 -16 -9 5mL 1 Drawer with standards 2- Hydroxybenzothiazole Aldrich 934-34-9 25g 1 Drawer with standards 2,2'- Mercaptobenzothiazole disulfide Aldrich 120 -78-5 1009 1 Drawer with standards Acetonitrile Alfa -aesar 75 -05-8 4L 2 Flammable cabinet Zirconium(IV)chloride Aldrich 10026 -11-6 5g 1 Corrosive cabinet 2- Methylbenzothiazole Aldrich 120 -75-2 25g 1 Drawer with standards 2- (methyl) thiobenzothiazole Aldrich 615 -22 -5 50g 1 Drawer with standards HPLC water Aldrich 7732 -18-5 4L 1 Nonflammable cabinet 3- (methacryloyloxy)propyl trimethoxysilane Aldrich M6514 50mL 1 Corrosive cabinet Pyridine CHROMASOLV® Plus, for HPLC Aldrich 270407 1L 1 Flammable cabinet Chloro(dimethyl) octadecylsilane Aldrich 289108 5g 1 1- ur CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 Lab Preps CHE 321, CHE 352L, & CHE 366 men f Tide Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Calcium & Magnesium Using EDTA Chloride Determination by the Mohr Method Chloride Determination by the Mohr Method Chloride Determination by the Mohr Method Determination of Chloride Determination of Chloride Determination of Chloride Detmn of Caffeine & Benzoic Acid in Soda Detmn of Caffeine & Benzoic Acid in Soda Detmn of Caffeine & Benzoic Acid in Soda DNA Composition by HPLC DNA Composition by HPLC DNA Composition by HPLC DNA Composition by HPLC DNA Composition by HPLC DNA Composition by HPLC Gran Plot -1st and 2nd Derivatives Gran Plot -1st and 2nd Derivatives Gran Plot --1st and 2nd Derivatives Gran Plot --1st and 2nd Derivatives Gran Plot -1st and 2nd Derivatives Gran Plot -1st and 2nd Derivatives Gran Plot --1st and 2nd Derivatives Gravimetric Determination of Calcium Gravimetric Determination of Calcium escriptloj Acid Base Base Indicator Indicator Organic Organic Solid Organic Oxidizer Oxidizer Acid Oxidizer Thorn Smith Acid Organic Solid Acid Base Organic Organic Solid Solid Acid Base Indicator Indicator Organic Organic Solid Acid Indicator emic Hydrochloric acid, concentrated Ammonium hydroxide, concentrated Sodium hydroxide, concentrated Eriochrome black T indicator solution Hydroxynaphthol blue Calcium carbonate EDTA Magnesium chloride hexahydrate Calcium carbonate Potassium chromate indicator, 5% Silver nitrate Nitric acid, concentrated Silver nitrate Soluble chloride, unknown Hydrochloric acid, concentrated Benzoic acid Caffeine Hydrochloric acid, concentrated Sodium hydroxide, concentrated 5'- Nucleotides Sodium acetate Potassium hydrogen phosphate Zinc chloride Hydrochloric acid, concentrated Sodium hydroxide, concentrated Bromocresol green indicator Phenolpthalein indicator Potassium hydrogen phthalate Tris Sodium hydrogen phosphate Hydrochloric acid, concentrated Methyl red indicator pe' s' -mL -mL -mL -mL -mL -mL 24.8mL -mL 9mL -mL -mL -grams -grams 0.35g 1.74g -grams -grams 80.8g -15mL 20.20g -mL 404g -mL 15.6g 10mL 10 drops 2mL 0.2g 1mL -drops -grams CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 321 CHE 352L CHE 352L CHE 352L CHE 352L Gravimetric Determination of Calcium Gravimetric Determination of Calcium Gravimetric Determination of Calcium Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Iodometric Titration of Vitamin C Nickel in Nickel Ore Nickel in Nickel Ore Nickel in Nickel Ore Nickel in Nickel Ore Nickel in Nickel Ore Nickel in Nickel Ore Nickel in Nickel Ore Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Spectro Determination of Iron in Vit Tablets Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Standard HCI /Carbonate & Bicarb Unk Acid -Base Behavior of an Amino Acid Acid -Base Behavior of an Amino Acid Acid -Base Behavior of an Amino Acid Acid -Base Behavior of an Amino Acid Organic Organic Organic Acid Commercial Organic Solid Solid Solid Solid Acid Acid Alcohol Organic Solid Solid Thorn Smith Acid Acid Acid Commercial Organic Organic Solid Acid Base Indicator Indicator Organic Organic Organic Solid Solid Acid Base Organic Organic Ammonium oxalate Calcium carbonate Urea Sulfuric acid, concentrated Vitamin C Starch Mercury(II) iodide Potassium iodate Potassium iodide Sodium thiosulfate pentahydrate Hydrochloric acid, concentrated Nitric acid, concentrated Ethanol, 95% Dimethylglyoxime (plain DMG) Ammonium chloride Tartaric acid Nickel oxide Hydrochloric acid, concentrated Hydroquinone Sulfuric acid, concentrated Vitamin tablets containing iron o- Phenanthroline Trisodium citrate Ferrous ammonium sulfate hexahydrate Hydrochloric acid, concentrated Sodium hydroxide, concentrated Bromocresol green indicator Phenolpthalein indicator Potassium hydrogen phthalate Sodium bicarbonate Sodium carbonate Barium chloride Sodium hyroxide, pellets Hydrochloric acid, 6M Sodium hydroxide, 6M Glycine Serine -5 g 16.5g -g -mL 1 bottle -grams -5mg -grams -grams -grams 10 drops -mL 0.2g 9cm long grams 125mL -mL -mL -mL -mL -mL 3 drops -mL -mL 20m L 5g -mL 12.8mL -grams 10mg -grams 50mL 1.2g -mL -mL -grams -grams CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L Characterization of Sweet Potato B- Amylase Characterization of Sweet Potato B- Amylase Characterization of Sweet Potato B- Amylase Characterization of Sweet Potato B- Amylase Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Gel Filtration Chromatography of Proteins Intro to Laboratory Techniques Intro to Laboratory Techniques Intro to Laboratory Techniques Intro to Laboratory Techniques Intro to Laboratory Techniques Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Organic Organic Organic Organic Acid Acid Base Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Solid Solid Alcohol Organic Solid Solid Solid Acid Base Commercial Organic Organic Organic Organic Organic Organic alpha - Amylase beta - Amylase Starch, solid Triethanolamine Acetic acid, glacial, 1 mole Hydrochloric acid, concentrated Sodium hydroxide, 0.4M 3,5- Dinitrosalicylamide, 1 alpha - Amylase beta - Amylase Blue Dextran Lysozyme Micrococcus lysodeikticus Potassium ferricyanide Potassium ferricyanide Potassium sodium tartrate, 30% Sephacryl S -300 Sodium acetate, 0.18 moles Starch, 1% Starch, 1% Triethanolamine, 1M Blue Dextran Sodium chloride, 0.1M Ethanol, 95% 2,6- Dichlorophenolindophenol (DCPIP) Copper(II) sulfate pentahydrate Magnesium chloride hexahydrate Sodium chloride Sulfuric acid, concentrated Sodium hydroxide, 3M carton of eggs Bentonite clay suspension Gelatin, solution Gelatin, solution Gelatin, solution Micrococcus lysodeikticus Potassium sodium tartrate -mL -ml -grams -mL 63g -mL -mL -grams 50mg 40uL -grams 50mg 0.20mg /mL 20mg -grams -grams -mL 14.76g -grams -mL -mL -grams -mL -mL 0.1g -grams -grams -grams -mL 300mL 1 carton -mL 2mg/mL 4mg /mL 6mg /mL 0.2mg /mL 1.2g CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Lysozyme from Egg Whites Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates Qualitative Analysis of Carbohydrates SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE SDS -PAGE Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Organic Solid Solid Solid Acid Acid Acid Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Solid Alcohol Gels Organic Organic Organic Organic Organic Organic Organic Organic Acid Alcohol Alcohol Base Base Pyridine, 5% Copper(II) sulfate pentahydrate Dipotassium hydrogen phosphate Potassium dihydrogen phosphate Acetic acid, glacial Hydrochloric acid, concentrated Hydrochloric acid, concentrated Arabinose, 2% Cellulose Copper acetate monohydrate Ferric chloride hexahydrate, 10% Fructose, 2% Glucose, 2% Lactose, 2% Maltose, 2% Orcinol Resorcinol Sodium carbonate Sodium citrate dihydrate Starch, potato (or corn) Sucrose, 2% Copper (II) sulfate pentahydrate Methanol SDS -PAGE gels ! X SDS Buffer 2- Mercaptoethanol alpha - Amylase beta - Amylase Bovine Serum Albumin (BSA) Coomassie Blue Staining Solution Kaleidoscope standard Lysozyme Phosphoric acid, 85% Ethanol, 95% Phenol, Folin Sodium hydroxide, 3M Sodium hydroxide, pellets -mL 0.3g 17.4g 27.6g 9mL 500mL 300mL 2g -grams 70g 2.5mL 2g 2g 2g 2g 3g 1g 100g 173g -grams 2g 17.3g 250m L 1 gel per student 1L -mL 50mg 50mg 50mg -mL -mL 200mg 50mL 25mL 250mL 150mL 3g CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 352L CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Spectrophotometric Protein Assays Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Synthesis of a Dipeptide Bomb Calorimetry Bomb Calorimetry Bomb Calorimetry Bomb Calorimetry Bomb Calorimetry Organic Organic Organic Organic Organic Organic Solid Solid Solid Acid Acid Acid Alcohol Alcohol Alcohol Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic Organic TLC Organic Organic Organic Organic Organic Bovine Serum Albumin (BSA) Coomassie Blue G -250 Gelatin, Knox brand Potassium sodium tartrate Potassium sodium tartrate Sodium carbonate Copper(II) sulfate pentahydrate Copper(II) sulfate pentahydrate Potassium iodide Acetic acid, glacial Acetic acid, glacial Hydrochloric acid, 6M Butanol Butanol t -Amyl alcohol 1- Fluoro -2,4- Dinitrobenzene (FDNB) Ala Ala -Gly Chloroform Collidine Diethyl ether, peroxide free Diethyl ether, peroxide free DNP -Ala DNP -Gly DNP -Val Gly Gly -Gly Gly -Val Ninhydrin Sodium bicarbonate, 4% Val TLC plates Benzoic acid Fructose Glucose Naphthalene Sucrose —grams 50mg —grams 0.15g 3g 15g 0.075g 0.75g 0.5g 3mL 15mL —mL 60m L 500mL 30mL 400uL 1 mg /mL 4mg 70mL 0.5mL 6mL 2mL 1 mg /mL 1 mg /mL 1 mg/mL 1 mg /mL 4mg 4mg 1g 4g lmg/mL 1 pack —grams —grams —grams —grams —grams CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 CHE 366 Bomb Calorimetry Dissociation of N2O4 Enzyme Kinetics- Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics- Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Enzyme Kinetics - Inversion of Sucrose Equilibrium Constant of 13- Equilibrium Constant of 13- Equilibrium Constant of 13- Equilibrium Constant of 13- Equilibrium Constant of 13- Equilibrium Constant of 13- Equilibrium Constant of 13- NMR Determination of Keto -Enol Kc NMR Determination of Keto -Enol Kc NMR Determination of Keto -Enol Kc NMR Determination of Keto -Enol Kc Binary- Liquid Vapor Phase Binary- Liquid Vapor Phase UV of Conjugated Dyes UV of Conjugated Dyes UV of Conjugated Dyes Wire Gas Acid Acid Base Organic Organic Organic Organic Organic Organic Acid Organic Organic Solid Solid Solid Solid Alcohol Organic Organic Organic Organic Organic Organic Organic Organic Iron wire N2O4 Acetic acid, glacial Hydrochloric acid, 1M Sodium hydroxide, 1M 3,5- Dinitrosalicylate reagent solution Fructose Glucose Sodium acetate Sucrose Yeast Invertase Hydrochloric acid, 1M Chloroform Starch Iodine, crystals Potassium iodate Potassium iodide Sodium thiosulfate Methanol, deuterated Acetylacetone Chloroform, deuterated Ethylacetoacetate Cyclohexanone 1,1,2,2- Tetrachloroethane 1,1'- Diethyl -2,2'- carbocyanine iodide 1,1'- Diethyl -2,2'- cyanine iodide 1 ,1'- Diethyl -2,2'- dicarbocyanine iodidne 1 roll lecture bottle 2.65m L -mL -mL -mL -grams -grams 4.10g -grams 0.0861g -mL -mL -grams -grams -grams -grams -grams -mL -mL -mL -mL -mg -mg -mg Orion neutralization tanks are designed to re- ceive, dilute and neutralize corrosive and harmful chemical wastes before allowing such materials to be discharged into the public sewers or the environ- ment. Orion tanks are seamless with uniform wall thick- ness and are free of stresses. The inlet, outlet and vent connections are welded into the tank wall at specified locations at no extra charge. Tanks are complete with cover (bolted cover styles) or in welded cover styles with manhole. Features F...,, .,, • Lightweight • Wide Size Range • Custom Sizes • Minimum Maintenance • Maximum Versatility • No Additional Charge For Inlet, Outlet Connections, Custom Vents • Special. Custom Connections Available • Fiberglass Reinforced Models Available www.orionfittings.com Section D Tanks DI Product Description Orion Neutralizing and Dilution Tanks are rota- tionally molded from virgin High Density Polyethyl- ene conforming to ASTM D1248 for Polyotefin materials. Tanks can be used for service of 180 °F in continuous service, or intermittent use of 212 °F. Tops are bolted or fusion welded to the Engineer's Specification, with all fittings made of Polyethylene and welded into all penetrations of tanks. General Information Neutralization of corrosive, toxic and flammable wastes is necessary to the environment and piping systems, even when quantities and concentrations are small. Such wastes can cause physical damage to a building's piping or outside sewer systems and, if effluent is being discharged to the environment (such as rivers and lakes), severe damage can result to wildlife and water sources. Neutralization is the process whereby acids and alkalis are rendered harmless. The degree of neu- tralization can be measured by a system known as pH (positive Hydronium ions). The degree of mea- surement is a pH number of 7, which is neutral. Acids range from 0 to 6.99. Alkalis range from 7.01 to 14. The smaller the number, the higher the con- tent of acidic waste. The higher the pH number, the higher the alkaline waste. Sizing: Neutralizing & Dilution Tanks Sizing the correct neutralization tank for a proj- ect is done by relating the number of stations to be discharged through the system. In commercial and industrial laboratories the number of lab stations in the table below should be divided by two. Use the following table as a guide: 02 ORION Kansas City, Kansas 66117 Number Of Lab Stations Tank Size Gal 2 4 8 16 25 42 55 65 80 110 150 200 350 700 5 15 30 55 100 150 180 200 275 360 500 600 1200 2400 Limestone Lbs 50 150 250 500 1000 1700 2000 2500 3600 4500 6000 7500 14500 30000 Buried Tank Installation Tanks must be fully supported on the base by ei- ther an appropriate concrete pad that allows no overhang or a compacted stone free sand bed. When buried, tanks must be filled with water prior to backfilling. Tank tops are non -load bearing and should have a trap door or access cover over them supported by a foundation or by the ground. They cannot be supported by the top of the tank. The backfitl material shall be free of stones and foreign matter and shall be capable of passing a No. 10 screen. The depth of this backfitl should be 6" to 8" thick around the tank and then normal backfitl material may be used. Mechanical tamping is not recommended. For tanks with extensions, the above procedure should be followed up to or slightly above water level and from that point on up to ground level it is recommended that a 4" thick con- crete sleeve be poured around the tank in multiple lifts. If this is not feasible then the normal backfitl FAX 1 800 - 777 -1653 procedure may be used, up to 36" height above water level, bearing in mind that backfilling will produce inward pressures on the empty portion of the tank. Care must be exercised during this opera- tion to prevent inward buckling. A concrete vault must be used or a 4" thick con- crete sleeve poured around the tank in multiple Lifts in areas with high water tables or poor soil. condi- tions. If the tank is to be used as a pump -out hold- ing tank or similar type of operation or the tank will be left empty or partially full, then a vault is re- quired. Orion Fittings, Inc. recommends that tanks 100 gallons and larger that are going to be buried, should be fiberglass wrapped. Limestone Usage Limestone chips are being used in numerous ap- plications to help neutralize chemical bearing wastes (e.g. acid wastes). After years of successful neutral- ization, many states and local environmental plumb- ing codes call for the addition of limestone chips into acid neutralization basins, tanks, or sumps. Water is added to the tanks to initiate the dilution process. Orion recommends the limestone chips be one to three inches in diameter size range and have a calcium carbonate content in excess of 90 %. See chart on prior page for approximate limestone needed. Maintenance of Tanks Proper maintenance of neutralization tanks is es- sential for proper neutralization of wastes in the systems. Tanks must be cleaned out periodically of all sludge, debris and other material and must be checked for proper amount of limestone. A regular maintenance program of one to three months should be observed, but more or less frequent inspection may be necessary in any particular case. www.orionfittings.com Section D Tanks D3 Optional F.I.P. vent, C.O. plug F.I.P. inlet -/ Style ._4 Welded seam F.I.P. outlet Orion Style 4 tanks are manufactured in 15 gallon to 2400 gallon sizes. The style 4 tank is complete with a welded circular top. The 15 and 30 gallon tanks have a 6" dean out installed in the top of the tank for access. Above 55 gallons a 17" bolted manhole is in- stalled for access. Optional F.I.P. vent F.I.P. inlet -i Style. ,5 Orion Style 5 tanks are manufactured in 5 gallon to 2400 gallon sizes. The style 5 tank is complete with a bolted circular top. This top lifts off for access to the tank. Bolted top F.I.P. outlet F.I.P. inlet Fiberglass wrapped C.O. plug Welded seam F.I.P. outlet Style _7., Orion Style 7 tanks are manufactured in all tank sizes. These tanks are fiberglass reinforced for additional strength. Typically, Style 7 tanks have the same access as a style 4. A bolted top is also available. D4 ORION Kansas City, Kansas 66117 Style 8 _ r._ ,_..... Orion Style 8 tanks are designed for use at point of use. These tanks have a 17/2 gallon capacity. Without limestone these tanks serve as a dilution tank or sink trap. They can also be used with limestone for neutralization. A 3" cleanout is installed in the side of the tank to provide access. F.I.P. outlet Orion Style 9 tanks are designed for use in applications that require a five gallon holding tank at point of use. The tank can serve as a neutralization tank, when used with limestone chips, and without Limestone will serve as dilution tank. The 6" cleanout installed in the center top of the tank provides access. FAX 1 800 - 777 -1653 a aVAit.4% Styles 4, 5, 7 TOP OR SIDE VENT Standard Heights A Gallons Std. Inlet * Std.* Ht. & Outlet Vent B ** Dia." F.I.P. Inlet Side Vent Standard Locations F.I.P. Outlet C D E Wgt. Inlet Vent Outlet 5 2 2 15 3 2 30 3 2 55 3 2 100 4 3 150 4 3 180 4 3 200 4 3 275 4 3 360 4 3 500 4 3 600 4 3 1200 4 3 2400 6 4 16.25 11 12 3 3 9 15.5 17.25 10 3 3 12 30.5 17.25 25 3 3 18 33.5 22.5 27 3 3 37 49 24 42 3 3 50 48 30 40 3 3 70 42 36 34 3 3 75 53 36 45 3 3 86 48 42 40 3 3 100 48 48 40 3 3 172 60 52 52 3 4 207 84 48 76 3 4 248 84 69 72 6 4 268 126 78 114 6 4 663 *All tanks standard furnished with FIP threaded adapters. All other additional fittings from price sheet All measurements in inches. ** Allow additional 5" for flange clearance on diameter of tank. Weight in pounds All tanks supplied with above sized Inlet, Outlet, Note: All tanks are free standing and self supporting except 1200 and Vent, at List Price. Tanks may be ordered with other and 2400, which require Wood Girdles or FRP. variations on Inlets, Outlets and Vents as well as dif- ferent locations and elevations of openings. For dddi- Note: Tanks often ship dimensional weight. Consult freight carrier tional openings, or variations of fitting sizes, contact for details on dimensional weight. your Orion Representative for Pricing. www.orionfittings.com Section D Tanks D5 Style 8 INLET L 101/2 Style 9 TOP INLET OPTIONAL INLET 9,, 1 8" 412 I-- i VENT OUTLET I I T 9" 12" J 10" Recommended Specifications Contractor shall furnish and install, high density polyethylene neutralization tank. Tank shall be ro- tationally molded, seamless construction with flanged top and bolted down cover, or welded cover with manhole, as manufactured by Orion conforming to ASTM D1248. 12 1/2" 8 1/2" Capacity Inlet- Outlet 1.5 gat. 11/2" FIP Inside Dimensions 10 x 9 x 6 1.5 gal. 2" FIP 10 x 9 x 6 Type Inlet Outlet Vent Size FIP FIP FIP 2 "* 2 "* 11 /z" Tank shall be Orion style with gallon capacity having inch FIP vent connections. Tank shall be inches in diameter (I.D.) and inches in overall height. Tank must be installed in accordance with manufacturer's recommendations. D6 ORION Kansas City, Kansas 66117 FAX 1 800 - 777 -1653 t BA •,■.,.,.,.,.,■.,■■■.,., .,.,.,.,.,.,.,.,.,.,.,.,.,., .,., .,.,.,.,.,.,.,.,.,.,., ./\/\/\/\/\/\/\,,\/\/\/\/\/\/ .,.,.,.,.,.,.,.,.,.,.,.,.,., ,,.,.,.,.,.,.,•/.,.,.,.,.,., .,.,.,.,.,.,.,.,.,.,.,.,.,., .,.,.,.,.,.,.,.,.,.,.,.,.,., .,..,.,.,.,.,.,.,.,.,.,.,.,., . . . ......... Dimensions Trap:i oox_ • Color: Primer • Material: • Angle Steel Frame • 1/4" Diamond Pattern • Steel. Plate • Flush Mounting • One Inch Finger Hole • Three Standard Sizes • Larger Sizes Custom Made • For Light Traffic Areas * Add tank flange dimension of approximately 5" OR -24 OR -36 OR -48 24 36 48 261/2 381/2 501/2 24 36 48 261/2 381/2 501/2 32 57 88 when sizing trap door. To determine actual opening through frame, subtract 2" from dimensions A & C. www.orionfittings.com Section D Tanks D7 enso Tank Extensions Any Style 4, 5 or 7 tank can be extended from the same polyethylene material. Both full size and smaller extensions are available. Your Orion repre- sentative can size the necessary extension. Tanks with extensions, that are going to be buried, should be placed in a vault or pipe sleeve. Tank covers are non -load bearing. Tanks with extensions, that are going to be buried, should be placed in a vault or pipe sleeve. Tank covers are non -load bearing. D8 ORION Kansas City, Kansas 66117 Top of Cover Diameter F.I.P. Inlet 1--- -_ Diameter —4 Extension Diameter Top of Cover Dimension Diameter —•4 F.I. P. Outlet Dimension Height FAX 1 800 - 777 -1653 Tank Data Sheet — Must accompany all tank orders Cover Welded To Tank TOP OR SIDE VENT HAND HOLE OR MAN HOLE A B C D I B ii � NOIHO 010 LTT99 sesuex 'Am sesuex £S9T-LLL-008 T XV Tank P.O. No. No. of Tanks Tank Data Sheet — Must accompany all tank orders TOP OR SIDE VENT A B I C ,D I Ili Type Inlet F.I.P. Outlet F.I.P. Vent F.I.P. Job Name: Date tcr et 2 m e Tank P.O. No. No. of Tanks TOP OR SIDE VENT 1 D FIP INLET 1 E 1 FIP OUTL A FIBERGLASS WRAPPED TANK Standard Connections Type Inlet F.I.P. F.I.P. F.I.P. Outlet Vent Size ❑ Top ❑ Side Tank Data Sheet — Must accompany all tank orders • • A B : Ili Job Name: Date N x L T T99 sesuex 'AM sesuEX £S9T-LLL-008 1 XVI Tank P.O. No. No. of Tanks TOP OR SIDE VENT 1 E 1 1 D t FIP OUTL A C Connections Type Size Inlet F.I.P. Outlet F.I.P. Vent F.I.P. ❑ Top ❑ Side Tank Data Sheet — Must accompany all tank orders • lop IP • • • HAND HOLE OR MAN HOLE X01 t�. Tank P.O. No. No. of Tanks Tank Data Sheet — Must accompany all tank orders 12 1/2" INLET( (OUTLET 8 1/2" Connections Type Inlet F.T.P. Outlet F.I.P. Job Name: L I I 9 9 sESUE) 'AID sESUex Tank P.O. No. No. of Tanks Tank Data Sheet — Must accompany all tank orders TOP INLET OPTIONAL INLET 9' 5 1/2" 41/2 E- VENT OUTLET 6" CLEANOUT VENT I- -15" Dia 7----1 Connections. Job Name: Date Vtii Tank P.O. No. No. of Tanks Tank Data Sheet — Must accompany all tank orders —i— Extension Diameter Diameter 1 Vent Top of Cover F.I.P. Inlet F.I.P. Outlet Height Dimension Dimension Diameter --►4 Dimension ❑ Bolted and gasketed cover ❑ Welded cover with 17" diameter manway ❑ Fiberglas wrapped polyethylene tank Connections Type Inlet F.I.P. Outlet F.I.P. Vent F.I.P. Job Name: ❑ Top ❑ Side LI T99 sesuex 'LIMM sesuex £69T-LLL-008 T XV3 Tank P.O. No. No. of Tanks Tank Data Sheet — Must accompany all tank orders F I P. Inlet Dimension Standard Connections Type Dimension Vent Top of Cover F.I.P. Outlet Height Dimension Diameter --4 Size Inlet F.I.P. ❑ Top ❑ Side ❑ Bolted and gasketed cover ❑ Welded cover with 17" diameter manway ❑ Fiberglas wrapped polyethylene tank Job Name: Date PROJECT SUMMARY Short Desc: 100211- Barry Univ. Owner: Addressl: 11300 NE 2nd Avenue Address2: Type: School/University Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 694 SF Conditioned & UnConditioned Area: 694 SF No of Stories: 1 Area entered from Plans 694 SF Permit No: 0 Max Tonnage 2.9 If different, write in: Description: Weigand Building & Annex City: Miami Shores State: Florida Zip: 33138 Class: Renovation to existing buildi ••• ••• • • • • • • • • • • ... •• •. • • • • • •. • ••• • • • • • • • • • •• e9 • • : •3/: • • •• •• • • • • ••• • • • • • • • •• •• • ••• • • `;:if (C-17 EErl la Ar 0 7 2010 �J LJPJ CT i O ,cmp∎_I < \MCE \AATH ALL EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 1 of 7 Miami Shores \linage APPROVED BY DATE 7OP!ING DEPT 1_Df DEPT 71la LJPJ CT i O ,cmp∎_I < \MCE \AATH ALL EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 1 of 7 J 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? PASSES 800.0 971.6 PASSES PASSES None Entered PASSES None Entered None Entered None Entered o/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report ••• ••: : : • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • •• • • .•• % : • :•: : : • • • ••• • •.• • • • _• :•3 :31/201. • ••• • • • • • • ••• • • • • • • • • • • • • • •_:• • • • • • •• .• • EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 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: Delta G Consulting Engineers Building Official: Date: 0 3 'V. •?0/a osti SSlS,rr,� ss•,ENa v/ 1.4 i,, I certify that this building is in compliance with th•Aa- CE e /�y�_ �" Code •v Cr c. 6 Date: Owner Agent: Marta Villazon :Date: If Required by Florida law, I hereby certify ( *) thk ��yst , esig i VOnpliance with the FLorida Energy Efficiency Code '�,� O� •.!� L ON.11. • Architect: ��is s P Reg No: De. 3%c>" /D, Electrical Designer. Marta Villazon Lighting Designer: Marta Villazon Mechanical Designer: Marta Villazon Reg No: 60789 Reg No: 60789 Reg No: 60789 Plumbing Designer: Marta Villazon Reg No: 60789 ( *) Signature is required where Florida Law requires design to be performed by registered design professionals. Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL MIAMI OPA_LOCKA.tm3) Prescriptive Envelope Compliance Item Zone Description Design Criteria Meet Req. •• :• Glass Lab 102 Percent glass Max allowed .000 50.000 Yes Skylights Lab 102 Percent Skylight Max allowed .000 5.000 Yes ..• • • • • • • Me &tsSfl41 f ovf1ope Requirements -- PASSES OOOO • ••• •. • • • •.. • • • • • • • • • • • • • • • • ••• • • • • • •: • 3•/31I2D 10 • •: • • • - • • • • •.• • • • • •.••• • • • • • • • • .•. • • • • •• • •• • • ••• • • EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 3 of 7 Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL MIAMI_OPA LOCKA.tm3) External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP (W/Unit) or No. of Units (W) (W) (Sqft or ft) Acronym Ashrae Description ID Area Design Min Compli- (sq.ft) CP CP ance Lab 102 18,002 Laboratory 694 1 1 PASSES None Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL ^ MIAMI_OPA_LOCKA.tm3) PASSES Lighting Power Compliance Space Ashrae Description Area Height No. of ID (sq.ft) (ft) Spaces Design Effective Allowance (W) (W) (W) Lab 102 18,002 Laboratory 694 10.0 1 800 800 972 Design 800 (W) Effective: 800 (W) Allowance: 971.6 (W) Passing requires Design to be at most 100% of Criteria 1 PASSES Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL MIAMI_OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description ID Area Design Min Compli- (sq.ft) CP CP ance Lab 102 18,002 Laboratory 694 1 1 PASSES PASSES • • • • • • • •. • •• ••• •• '• •• ' • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • OOOO • • • • • ••• • • • • • • 3/31 /241b • '• • • • • •S. • EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 4 of 7 Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL_MIAMI_OPA_LOCKA.tm3) System Report Compliance AHU -1 AHU -1 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 13.00 12.23 8.00 PASSES Split System < 65000 Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.30 0.90 PASSES System - Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance None • •• ••. • • • • • . .• • •• • • 0000000 •. ••• •• '• ' • • . • ••• ••• • • • ••• • • .. •_ • • • 1/31/101;0 • ••• ; • • ••• • •.•.• • • • • • • • • • • ••• • •• •• EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 5 of 7 • • •• 0 • • 0000 '• ' •• ••• •• • • • • •• • • ••• • • • • • • • • • • • • • • • •• • •• • • :. :': : • • •_ • ••• • • • • • • • • • • • • • . • 2/31/101s0. '.' • ••••• ••• .• • ••••• • EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 6 of 7 Piping System Compliance Category Pipe Dia [inches] Is Operating Ins Cond Ins Req Ins Compliance Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] None • • •• 0 • • 0000 '• ' •• ••• •• • • • • •• • • ••• • • • • • • • • • • • • • • • •• • •• • • :. :': : • • •_ • ••• • • • • • • • • • • • • • . • 2/31/101s0. '.' • ••••• ••• .• • ••••• • EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 6 of 7 •• . • Project: 100211- Barry Univ. Title: Weigand Building & Annex Science Lab Renovations Type: School/University (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Other Required Compliance Category Report Operations Manual Windows & Doors Section Requirement (write N/A in box if not applicable) Check 13 -101 13- 102.1, 13 -410, 13-413 13- 406.AB.1.1 Joints /Cracks 13- 406.AB.1.2 Dropped Ceiling Cavity 13- 406.AB.3 System Reheat HVAC Efficiency HVAC Controls Ventilation Controls ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors 13-407 13 -407.B 13- 407,13 -408 13- 407.AB.2 13- 409.AB.3 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13-414 ' T.Sg�tiQg coptrols. • .. 13- 415.AB • .• ''• • • • • • . ••. • .•• •• •' • . ..• 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: 0.4 cfm/ft2 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.IA -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.ID, 13-408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5 °F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity <300 cfm Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 Performance requirements in accordance with Table 13- 412.AB.3. Heat trap required Cover on heated swimming pools: Time switch (exceptions); Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, first 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluuorescent lamps>3 0 W CCl0 Ella R 4 1=1 Ei ••• ••• • • • • • • • • • • • • • • • . • • • • • • • • • :6: •„ • ••• • • • • • • ••• • _ ; /31/ 0�0• '�' • • • • ••• •' •• •.• •••.• • - EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 Page 7 of 7 SYSTEM SIZING SUMMARY System: AHU -1 Location: Miami, Florida Prepared by: DeItaG Block Load 3.05 March 31, 2010 Page: 1 TABLE 1. SIZING DATA (COOLING) Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Actual) Supply Air (Standard) Ventilation Air Direct Exhaust Air Reheat Required Floor Area Overall U -Value Vent Air Vent Air 30,528 BTU/hr 24,262 BTU/hr 22,314 BTU/hr 55.0 F 1,033 CFM 1,033 CFM 100 CFM 0 CFM 0 BTU/hr 694 sqft 0.113 BTU/hr /sgft/F 0.14 CFM/sqft 16.67 (-FM/Person Load Occurs Outdoor Db/Wb Coil Conditions: Entering Db/Wb Leaving Db/Wb Apparatus Dewpoint Bypass Factor Resulting Zone RH Total Coil Load Sensible Coil Load SQFT/Ton Cooling CnoIIns, July 17:00 89.5/76.6 F 76.4/64.2 F 54.7/54.1 F 53.5 F 0.050 50.5 % 2.54 Ton 2.02 Ton 272.80 43.99 BTU/hr /sqft 1.49 CFM /raft TABLE 2. SIZING DATA (HEATING) Heating Coil Load Ventilation Load Total Zone Load Ventilation Airflow Supply Airflow 6,683 BTU/hr 2,807 BTU/hr 3,876 BTU/hr 100 CFM 1,033 CFM Heating Heating Floor Area Overall U -Value Vent Air Vent Air 9.63 BTU/hr /sqft 1.49 CFM/sqft 694 sqft 0.113 0.14 CFM/sqft 16.67 CFM/Person TABLE 3. INPUT DATA (WEATHER) 1 Location Data Source Latitude Elevation Atmospheric Clearness # TABLE 4. INPUT (HVAC SYSTEM) Miami, Florida Carrier Defaults 25.8 Degree 7.0 ft 0 90 Summer Dry -Bulb Coincident Wet-Bulb Daily Range Winter Dry-Bulb 91.0 F 77.0 F 15.0 F 44.0 F 1 System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety AHU -1 Cig and Warm Air Ht 6:00 24 hrs 55.0 F 100 CFM 0.00 CFM 0.050 0 % 0 % 0 THERMOSTAT SETPOINTS Cooling (Occ.) Cooling (Unocc.) Heating RETURN AIR PLENUM FAN Conflguration Static Pressure 75.0 F 78.0 F 70.0 F No Draw -Thru 0.50 in. wg. ;ARI2 5. TOP TEN COOLING COIL LOADS • 73mt* • • . : : $t ble Ton '•1) •J Iy:17i00: • ••• •• 2.02 •• 2). tidy 18!00 • • : •.•2.02 3) June 17:00 2.01 • El), June 18:00 • 2.00 �) July 16:06 • • • • • • • • • • •• • • • • • •• ••• •••- • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • •' ••• •..• Total Ton 2.54 2.54 2.54 2.54 2.54 Time 6) August 17:00 7) August 18:00 8) June 16:00 9) August 16:00 10) July 19:00 Sensible Ton 2.01 2.01 2.00 2.01 2.00 stl �• t1i tYjfff,I �,`1430) LL ;.53^ 0 ZW23 . W W • 02.53 J• 0 IAA; z i • •.•:•. •••••• • • • •.••.. •.••. • • OOOOO • • •••••. • • •••... • •• •••••• •••• • • •••• • •• ...:• • •• _. • • • • • • • • •..•.. 1 • • ••• • • •••..• •••• •••• • • • • • • • • ...... EnergyGauge Summit® v3.20 INPUT DATA REPORT Project Name: 100211- Barry Univ. Orientation: North Project Title: Weigand Building & Annex Science Lab Renovations Building Type: School/University Address: 11300 NE 2nd Avenue Building Classification: Renovation to existing building No.of Stories: 1 State: Florida Zip: 33138 GrossArea: 694 SF Owner: • • 3/31/2010 EnergyGauge Summit® v3.20 1 • •• .••• • '••• • • • Project Information Project Name: 100211- Barry Univ. Orientation: North Project Title: Weigand Building & Annex Science Lab Renovations Building Type: School/University Address: 11300 NE 2nd Avenue Building Classification: Renovation to existing building No.of Stories: 1 State: Florida Zip: 33138 GrossArea: 694 SF Owner: 3/31/2010 EnergyGauge Summit® v3.20 1 Zones No Acronym Description Type Area [sf] Multiplier Total Area [sfI 1 Lab 102 Lab 102 CONDITIONED 694.0 1 694.0 ❑ Spaces No Acronym Description Type Depth [ft] Width [ft] Height [ft] Multi plier Total Area [sf] Total Volume [cf] 3/31/2010 EnergyGauge Summit® v3.20 1 • • •••••• •••••. • • ••••.• •.•.• • • ••••. • • ••••.. ••.••. • • • ••••.• •••• • • , •••• In Zone ;: Law 102: .1 Lab 10: • : Lab 102 Laboratory 10.00 69.40 10.00 1 694.0 6940.0 ❑ • •••••• • ••• ••• "•• • •••• • Lighting - •••••• .... • no• • . Type • • • Category No. of Watts per Power Control Type No.of Luminaires Luminaire [W] Ctrl pts Intone: Lab 102 In Space: Lab 102 1 Recessed Fluorescent - No vent General Lighting 1 800 800 Manual On/Off 1 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R -Value ]ft] lft] plier [sil (Btu/hr. sf. F] Capacity [lb /cfl [h.sf.F /Btu[ [Btu /sf.F] In Zone: Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area [Btu /hr sf F] [ft] [ft] plier [sf] 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] [Ib /cf] [Btu /sf. F] [h.sf.F /Btu] In Zone: In Wall: 3/31/2010 EnergyGauge Summit® v3.20 2 •, • • •••••. • • •••••• 00000 • • 00000 • • ••••.. • • ••••.• • • • 000000 • .•. • • , -- -- • . • • • ❑ • - - It e.•••• • • • .•. • • .•• . •• .... Roofs ABU -1 •••• No bascriltion 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] IIb /cf] [h.sf.FBtu] No. Of Units In Apt: : • ". • • • •••• ❑ Category Skylights IPLV No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area [Btu /hr sf F] [ft] [ft] [Sf] [Sf] 1 2 In Zone: In Roof: 34600.00 13.00 1200.00 0.30 8.00 Floors ❑ 0 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] [Ib /cf] ]h.sf.F /Btul In Zone: 3/31/2010 EnergyGauge Summit® v3.20 3 Systems AHU -1 ABU -1 Constant Volume Air Cooled Split System < 65000 Btu/hr No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 Cooling System Air Handling System - Supply 34600.00 13.00 1200.00 0.30 8.00 ❑ 0 3/31/2010 EnergyGauge Summit® v3.20 3 • • •••••• • •••••• • •� •••... ••••• • . 00000 1 • 000000 • • •..•.• • . • •.•.•• ••s. • • •••• • •• • ...TT; - • • Ext- Lighting Description • No. of Luminaires Watts per Area /Len/No. of units Luminaire 1st/ft/No] Control Type Wattage [W] ' "'••� • •••• . • • Plant ••••Equip got, Category Size Inst.No Eff. IPLV • � Piping ••ww Operating Temperature [F] Insulation Nomonal pipe Conductivity Diameter [ Btu- in/h.sf.F] [in) Insulation Thickness [in] Is Runout? • •••• • . , • . •••• Water Heaters W- Heater Description Capacit3Cap.Unit 1/P Rt. Efficiency Loss Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu /h.sf.F] SHGC VLT 3/31/2010 EnergyGauge Summit® v3.20 4 Ext- Lighting Description Category No. of Luminaires Watts per Area /Len/No. of units Luminaire 1st/ft/No] Control Type Wattage [W] Piping No Type Operating Temperature [F] Insulation Nomonal pipe Conductivity Diameter [ Btu- in/h.sf.F] [in) Insulation Thickness [in] Is Runout? Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu /h.sf.F] SHGC VLT 3/31/2010 EnergyGauge Summit® v3.20 4 •••• * •, • • •••••• •••• • ••• • • • ••• • • • ••.••• 00000 •• 00000 • • •••••, • • o • 0000 • • 000000 • • • •• • • ••• :..:.. • • • - Materials Used Mat�•N�• Acro�iy=tt•• • ...,�• •••• Description Only R -Value RValue Thickness Conductivity Used Ih.sf.F /Btul MI [Btu /h.ft.F] Density Ilb /cf] SpecificHeat [Btu /Ib.F] •••• • • • • . • w • • u Constructs Used No Name Simple Massless Conductance Heat Capacity Construct Construct [Btu /h.sf.F] [Btu /sf.FI Density llb /cfl RValue Ih.sf.F /Btu] Layer Material No. Material Thickness Framing [ft] Factor • 3/31/2010 EnergyGauge Summit® v3.20 5 h SYSTEM SIZING SUMMARY System: AHU -1 Location: Miami, Florida Prepared by: DeltaG Block Load 3.05 March 31, 2010 Page: 2 TABLE 6. ZONE SIZING DATA Zone Name LAB 102 Max. Cooling Design Airflow Sensible Rate (BTU /hr) (CFM) 22,496 1,042 Total: 1,042 Max. Heating Design Flow Load Rate Design Time (BTU /hr) (CFM) July 19:00 3,876 - Total: .00 •• ••. • • • . . •• • • • •• •• • • • • ••S • •• ••i ••• ••� • • ••• ••• •• • • • • • . • • • • • • • ••. �• • •• • : • .•• 1 • ••• . • • • • ••• iv • • • ••• • • •- • • • ••S • • • •'• •• •• ••• •• •••••