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BP-01-116511300 NE Second Avenue Job Address Miami, FL 331361 A j prtion oil. the SW 1/4 of the NWI range 41E in Miami Dade County Date Legal Description Qualifier Mr. Donald L. Crissey State # GCG 042059 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Owner/Lessee /Tenant Barry University. Tnc. Owner'sAddress 11300 NE 2nd Ave, Miami Shores, ContractingCo. Beauchamp Cnnstrnrtinn co , The Tax Folio 11-2136-00O0040 1/4 of section 36, township 525 Historically Designated: Yes No xxx FT. 13 Master Permit # Phone 305- 899 -3057 Address 747 1. , -a Ave, coral Gah1 Ps, FL 33134 SP '' Phone 305 -445 -0819 914 Municipal # Competency # Ins. Co. On ®l ` Address 550 Biltmore Way, Coral Gables, _-FL 33134 Architect/Engineer Harper Pertners, Inc. Bonding Company Not Applicable Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Student Dormitory Square Ft. 46. 392 Square Feet Estimated Cost (value) $4.051.828.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBT iA�IN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I underst that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. tin Tinuirty U.e stie.vt ,S uortVP. tsustarass Notary as to Owner and/or Condo President Date My Commission Expires: v 6 2(* I O , FEES: PERMIT RADON 19414 Signature of Contractor or Ownen- Mr.,,«nald L. , AL Nam' as to Contracto or Own -Buil My C °° i,T usinque * j *My Commission CC8471s6 •�,,,,, Expires ,June 16, 2003 der President C.C.F. NOTARY BOND D 0 Project Name: Student Residence Dataset Name: C: \CDS\LOAD32\PROJECTS\Barry dormitories 01.Ids Location: Miami Shores Building Owner: Barry University Program User: Daniel Delvat Company: Coltec Engineering, Inc Comments: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat: Density- Specific Heat Product: Latent Heat Factor: Enthalpy Factor: Miami, Florida 25.0 deg 80.0 deg 5 7ft 29.9 in. Hg 0.0760 lb/cu ft 0.2444 Btu/Ib• °F 1.1151 Btu/h•cfm• °F 4,908.6 Btu•min/h•cu ft 4.5619 Ib•min/hr•cu ft Proiect Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids TRA E® .. d 700 version 3.0 By Coltec Engineering, Inc. Design Simulation Period: January through December Cooling Load Methodology: TETD -TA1 Heating Load Methodology: UATD Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Cleamess Number: Winter Cleamess Number: Summer Ground Reflectance: Winter Ground Reflectance: 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 TRACE® Load 700 v3.0 calc 100 Lobby area, 1st fl Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids System Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Mr Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => Peaked at Time: Outside Air. COOLING COIL PEAK Mo/Hr. OADB/WB/HR: Space Plenum Sens. + tat Sensible Btu/h Btu/h O 0 O 0 0 0 11,818 0 2,317 0 2,115 1,011 0 0 0 16,251 1,011 4,973 4,973 7,800 12,173 0 24,946 4,973 1,060 -1,060 0 0 0 0 0 -799 0 42,256 4,125 Plenum Latent Btu/h 8/16 91 /78/122 CLG SPACE PEAK Mo/Hr. 9 / 9 OADB: 82 HEATING COIL PEAK Mo/Hr. 13/1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 11,818 18.48 15,294 38.49 0 0 0.00 2,317 3.62 1,147 2.89 -3,527 -3,527 37.04 3,126 4.89 1,281 3.22 -1,641 -2,452 25.75 0 0.00 0 0.00 0 0 0.00 o o.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 17,261 26.99 17,723 44.60 -5.168 -5,980 62.79 9,945 15.55 4,973 12.51 0 0 0.00 7,800 12.19 3,900 9.81 0 0 0.00 0 12,173 19.03 12,173 30.63 0 0 0.00 O 29,919 46.77 21,046 52.96 0 0 0.00 0 0.00 971 2.44 -158 0 0.00 O 17,582 27.49 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 -3,544 -3,544 37.21 O -799 -1.25 0.00 0 0.00 O 0 0.00 0.00 0 0.00 O 63,963 100.00 39,740 100.00 -8,870 -9,524 100.00 Main Clg 5.3 Aux Clg 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR ton MBh MBh cfm °F °F gr/Ib 64.0 0.0 0.0 Total 5.3 64.0 47.7 0.0 0.0 1,924 0 0 79.4 65.9 74.1 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBIWB/HR °F °F gr/Ib 56.5 55.2 63.2 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFir Roof Wall AREAS Gross Total Glass ft ( %) 1,457 0 0 0 0 0 837 154 18 Variable Temperature Constant Volume TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 79.4 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infll Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 312 0 1,924 0 1,924 312 0 0 Heating 0 0 1,924 0 1,924 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 16.2 0.0 1.32 1.32 360.89 273.34 43.90 -6.54 16 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -9.5 0.0 0.0 0.0 0.0 0.0 -9.5 Coil Airfl cfm 1,924 0 0 0 0 0 Ent °F 67.7 0.0 0.0 0.0 0.0 0.0 Lva °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 301 typical RA unit w roof System Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo/Hr Outside Air. OADB) B/HR: Space Sens. + Lat Btu/h Envelope Loads Skylite Solr 0 Skylite Cond 0 Roof Cond 0 Glass Solar 1,074 Glass Cond 158 Wall Cond 671 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 1,904 Internal Loads Lights 614 People 500 Misc 307 Sub Total = => 1,422 Ceiling Load 297 Outside Air 0 Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing 0 Exhaust Heat Terminal Bypass Grand Total => 3,622 Plenum Sensible Btu/h 0 0 635 0 0 220 855 Plenum Latent Btu/h 9/13 88 /75 /108 614 1,229 500 0 0 307 614 0 2,036 -297 0 0 0 905 0 0 0 0 0 0 -116 0 -116 0 0 0 1,056 Net Percent Total Of Total Btu/h ( %) 0 0 635 1,074 158 891 0 0 0 2,759 0.00 0.00 11.38 19.24 2.84 15.95 0.00 0.00 0.00 49.40 22.00 8.95 5.50 36.46 0.00 16.21 0.00 0.00 0.00 0.00 -2.08 0.00 0 5,584 100.00 CLG SPACE PEAK Mo/Hr. 11 / 13 OADB: 81 HEATING COIL PEAK Mo/Hr 13 / 1 OADB: 47 Space Percent Space Peak Coil Peak Percent Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 -166 14.27 1,757 46.82 0 0 0.00 76 2.01 -275 -275 23.61 501 13.34 -524 -723 62.11 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 2,333 62.18 -798 -1,164 100.00 614 16.37 0 0 0.00 250 6.66 0 0 0.00 307 8.19 0 0 0.00 1,172 31.22 0 0 0.00 248 6.60 -74 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 3,753 100.00 -872 -1,164 100.00 Total Capacity ton MBh Main Clg 0.5 5.6 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.5 5.6 COOLING COIL SELECTION Sens Cap. Coil AIrfl Enter DB/WB/HR Leave DB/WB/HR MBh cfm °F °F gdlb °F °F gr/lb 4.7 0.0 0.0 202 0 0 81.0 0.0 0.0 65.5 69.2 0.0 0.0 0.0 0.0 58.3 56.6 65.9 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name:C: \CDS\LOAD32\PROJECTS\Bar y_dormitories 01.Ids Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 180 0 0 216 12 6 Packaged Terminal Air Conditioner TEMPERATURES Cla Htq SADB 58.3 71.9 Plenum 80.2 66.7 Return 80.2 66.7 Ret/OA 81.0 66.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 202 0 202 20 0 0 Heating 0 0 202 0 202 0 0 0 % OA cfm /ft cfm/ton ft Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 9.9 0.0 1.12 1.12 434.13 386.83 31.02 -6.47 1 Main Htq Aux Htq Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -1.2 0.0 0.0 0.0 0.0 0.0 -1.2 Coil Airfl cfm 202 0 0 0 0 0 Ent °F 66.7 0.0 0.0 0.0 0.0 0.0 Lvg °F 71.9 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 329 Typical sql 3rd fl w roof Prolect Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS1Bary_dormitories 01.Ids System Checksums By Coltec Engineering, Inc. Peaked at Time: Outside Air. Grand Total => 7,319 2,074 COOLING COIL PEAK Mo /Hr. 11 / 17 OADB/WB/HR: 81 / 70 / 90 Space Plenum Plenum Sens. + Lat Sensible Latent Btu/h Btu/h Btu/h Envelope Loads Skylite SoIr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 281 0 Glass Cond 77 0 Wall Cond 5.280 1.820 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 5,638 1,820 Internal Loads Lights 614 614 People 500 Misc 307 0 Sub Total = => 1,422 614 Ceiling Load 259 -259 Outside Air 0 0 Sup. Fan Heat Ret Fan Heat 0 Duct Heat Pkup 0 OV/UNDR Sizing 0 Exhaust Heat -101 Terminal Bypass 0 CLG SPACE PEAK Mo /Hr. 11 / 16 OADB: 82 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 281 2.85 710 9.94 0 0 0.00 77 0.78 85 1.19 -275 -275 7.89 7,100 71.85 4,930 69.02 -2,371 -3,209 92.11 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 7,458 75.48 5,725 80.15 -2,646 -3,484 100.00 1,229 12.43 614 8.60 0 0 0.00 500 5.06 250 3.50 0 0 0.00 0 307 3.11 307 4.30 0 0 0.00 0 2,036 20.60 1,172 16.40 0 0 0.00 0 0.00 246 3.44 -89 0 0.00 0 489 4.95 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 0 -101 -1.03 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 9,881 100.00 7,143 100.00 -2,735 -3,484 100.00 Total Capacity ton MBh Main Cia 0.8 9.9 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.8 9.9 COOLING COIL SELECTION Sens Cap. Coil Airfl Enter DBM/B/HR MBh cfm °F °F gr/Ib 9.3 0.0 0.0 429 0 0 79.6 64.4 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBM/B/HR °F °F gr/Ib 60.1 56.9 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 0 0 0 920 12 1 Packaged Terminal Air Conditioner TEMPERATURES Cig Htg SADB 60.1 73.7 Plenum 79.5 66.4 Return 79.5 66.4 Ret/OA 79.6 66.4 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 20 0 Infil 0 0 Supply 429 429 Mincfm 0 0 Return 429 429 Exhaust 20 0 Rm Exh 0 0 Auxil 0 0 % OA cfrn/ft cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 4.7 0.0 2.38 2.38 521.24 218.60 54.90 -19.35 1 Main Htg Aux Hto Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -3.5 0.0 0.0 0.0 0.0 0.0 -3.5 Coil Airfl cfm 429 0 0 0 0 0 Ent °F 66.4 0.0 0.0 0.0 0.0 0.0 Lvg °F 73.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 330 Typical dbl 3rd fl w roof System Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mohr. Outside Air. OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 1,854 97 183 0 0 0 2,134 870 1,000 435 2,305 249 0 0 Plenum Sensible Btu/h 0 0 0 0 0 58 Plenum Latent Btu/h 8/9 83/74/113 CLG SPACE PEAK Mo/Hr. 8 / 9 OADB: 83 HEATING COIL PEAK Mo/Hr 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 1,854 26.75 1,854 44.27 0 0 0.00 97 1.40 97 2.32 -275 -275 38.20 241 3.47 183 4.36 -314 -445 61.80 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 58 2,192 31.63 2,134 50.95 -588 -720 100.00 870 1,741 25.11 870 20.78 0 0 0.00 1,000 14.43 500 11.94 0 0 0.00 0 0 435 6.28 435 10.39 0 0 0.00 870 0 3,176 45.81 1,805 43.11 0 0 0.00 -249 0 0.00 249 5.94 -35 0 0.00 0 0 1,701 24.54 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -137 0 -137 -1.98 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 4,688 543 0 6,932 100.00 4,188 100.00 -624 -720 100.00 Main Cig 0.6 Aux Cig 0.0 Opt Vent 0.0 Total 0.6 6.9 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl ton MBh MBh cfm 6.9 0.0 0.0 5.1 0.0 0.0 198 0 0 Enter DB/VVB/HR Leave DB/WB /HR °F °F gr/lb °F °F gr/lb 79.1 65.9 74.6 0.0 0.0 0.0 0.0 0.0 0.0 56.1 54.6 61.5 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD321PROJECTS\Barry_dormitories 01.Ids Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 255 0 0 0 0 0 136 12 9 Packaged Terminal Air Conditioner TEMPERATURES CIA Hta SADB 56.1 70.8 Plenum 78.1 67.6 Return 78.1 67.6 RetIOA 79.1 67.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Info Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 198 0 198 40 0 0 Heating 0 0 198 0 198 0 0 0 % OA cfm/ft cfm/ton fts/ton Btu/hr•fe No. People ENGINEERING CKS Cooling Heating 20.2 0.0 0.78 0.78 343.05 441.42 27.18 -2.82 2 Main Htg Aux Hta Preheat Reheat Humldif Opt Vent Total HEATING COIL SELECTION Capacity MBh -0.7 0.0 0.0 0.0 0.0 0.0 -0.7 Coll Airfl cfm 198 0 0 0 0 0 Ent °F 67.6 0.0 0.0 0.0 0.0 0.0 Lvg °F 70.8 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 400 Lobby. 4th fl Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids System Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo /Hr. 8 / 15 Outside Air. OADB/WB/HR: 91 / 78 / 125 Envelope Loads Skylite SoIr 0 Skylite Cond 0 Roof Cond 0 Glass Solar 3,518 Glass Cond 1,344 Wall Cond 1,453 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 6,314 Internal Loads Lights 2,867 People 4,200 Misc 1,433 Sub Total =_> 8,500 Ceiling Load 1,602 Outside Air 0 Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing 0 Exhaust Heat Terminal Bypass Grand Total => 16,417 Space Plenum Sens. + Lat. Sensible Btu/h Btu/h Plenum Latent Btu/h CLG SPACE PEAK Mo/Hr. 9/10 OADB: 83 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 3,475 3,475 11.35 0 0.00 0 -783 18.66 0 3,518 11.49 8,422 49.40 0 0 0.00 0 1,344 4.39 697 4.09 -1,924 -1,924 45.84 565 2,017 6.59 574 3.36 -1,020 -1,490 35.50 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 4,039 10,354 33.81 9,693 56.86 -2,944 -4,197 100.00 2,867 5,734 18.73 2,867 16.82 0 0 0.00 4,200 13.72 2,100 12.32 0 0 0.00 0 0 1,433 4.68 1,433 8.41 0 0 0.00 2,867 0 11,367 37.12 6,400 37.54 0 0 0.00 -1,602 0 0.00 955 5.60 -291 0 0.00 0 0 10,026 32.74 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -1,127 0 -1,127 -3.68 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 4,177 0 30,620 100.00 17,048 100.00 -3,234 -4,197 100.00 Main Cia Aux Clq Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DBI B/HR ton MBh MBh cfm °F °F gr/Ib 2.6 30.6 0.0 0.0 0.0 0.0 2.6 30.6 21.5 0.0 0.0 790 0 0 83.1 67.8 77.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr/Ib 55.7 55.6 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 840 0 0 840 0 0 504 84 17 Packaged Terminal Air Conditioner TEMPERATURES Clq Htq SADB 55.7 71.7 Plenum 81.0 66.9 Return 81.0 66.9 Ret/OA 83.1 66.9 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 168 0 Infli 0 0 Suppiv 790 790 Mincfm 0 0 Return 790 790 Exhaust 168 0 Rm Exh 0 0 Auxil 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 21.3 0.0 0.94 0.94 309.75 329.20 36.45 -5.00 8 HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F °F Main Htq -4.2 790 66.9 71.7 Aux Htq 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -4.2 TRACE Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 430 - Typical dbl Rm 4th Fl w roof Protect Name: Student Residence Dataset Name: C:\ CDS\ L. OAD32\PROJECTS1Barry_dormitories 01.Ids System Checksums By Coltec Engineering, Inc. Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr. Outside Air. OADB/WB/HR: Space Plenum Sens. + Lat. Sensible Btu/h Btu/h O 0 O 0 0 1,043 297 0 192 0 802 247 0 0 0 1,290 1,290 870 870 1,000 435 0 2,305 870 566 -566 O 0 0 0 0 -313 0 4,162 1,282 Plenum Latent Btu/h 8/15 91/78/125 CLG SPACE PEAK Mo/Hr. 8/9 OADB: 83 HEATING COIL PEAK Mohr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak CoII Peak Total Of Total Sensible Of Total Space Sens Tot Sens Btu/h ( %) Btu/h ( %) Btu/h Btu/h 0 0.00 0 0.00 0 0 O 0.00 0 0.00 0 0 1,043 13.32 0 0.00 0 -234 297 3.79 1,854 42.73 0 0 192 2.45 97 2.24 -275 -275 1,049 13.39 295 6.80 -566 -778 0 0.00 0 0.00 0 0 0 0.00 0 0.00 0 0 0 0.00 0 0.00 0 0 2,581 32.95 2,246 51.77 -840 -1,287 1,741 22.23 870 20.06 0 0 1,000 12.77 500 11.52 0 0 0 435 5.56 435 10.03 0 0 0 3,176 40.55 1,805 41.61 0 0 O 0.00 287 6.62 -117 0 0 2,387 30.48 0 0.00 0 0 O 0.00 0.00 0 O 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0 0.00 0 0 0 -313 -3.99 0.00 0 0 0 0.00 0.00 0 Percent Of Total ( %) 0.00 0.00 18.15 0.00 21.36 60.48 0.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 7,831 100.00 4,339 100.00 -957 -1,287 100.00 Main Cig 0.7 Aux Clo 0.0 Opt Vent 0.0 Total 0.7 COOLING COIL SELE Total Capacity Sens Cap. CoII AIra ton MBh MBh cfm 7.8 0.0 0.0 7.8 5.7 0.0 0.0 204 0 0 CTION Enter DBIWB/HR °F °F gr/Ib 83.8 67.8 76.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBIWB /HR °F °F gr/Ib 55.9 55.8 66.3 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 255 0 0 255 0 0 232 12 5 Packaged Terminal Air Conditioner TEMPERATURES Clg Htg SADB 55.9 72.2 Plenum 82.0 66.6 Retum 82.0 66.6 Ret/OA 83.8 66.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Retum Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 204 0 204 40 0 0 Heating 0 0 204 0 204 0 0 0 ENGINEERING CKS % OA cfm/ft cfm/ton ft' /ton Btu/hrftW No. People Cooling 19.6 0.80 312.58 390.76 30.71 2 Heating 0.0 0.80 -5.05 HEATING COIL SELECTION Capacity Coil AIrf Ent Lvg MBh cfm °F °F Main Htg -1.3 204 66.6 72.2 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.3 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 - Lobby area, First Floor Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV /UNDR Sizing Exhaust Heat Terminal Bypass Grand Total =--> Peaked at Time: Outside Air: COOLING COIL PEAK Mo/Hr: OADB/WB/HR: Space Sens. + Lat Btu/h 0 0 0 8,119 2,041 1,314 0 0 0 11,475 3,276 4,800 1,638 9,715 698 0 0 21,887 Ret Air Sensible Btu/h 0 0 0 0 0 0 0 8,119 0 2,041 718 2,032 0 0 0 718 12,193 3,276 0 3,276 -698 0 -491 0 2,805 Ret Air Latent Btu/h 8/16 91/78/122 6,553 4,800 0 1,638 0 12,991 0 0 11,018 0 0 0 0 0 0 0 -491 0 0 Net Percent Total Of Total Btu/h ( %) 0.00 0.00 0.00 22.74 5.72 5.69 0.00 0.00 0.00 34.14 18.35 13.44 4.59 36.38 0.00 30.85 0.00 0.00 0.00 0.00 -1.38 0.00 0 35,711 100.00 CLG SPACE PEAK Mo /Hr. 9 / 9 OADB: 82 Space Sensible Btu/h 0 0 0 11,596 871 395 0 0 0 12,862 Percent Of Total ( %) 0.00 0.00 0.00 55.70 4.18 1.90 0.00 0.00 0.00 61.79 3,276 15.74 2,400 11.53 1,638 7.87 7,315 35.14 640 3.07 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 20,817 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -2,978 -830 0 0 0 -3,808 0 0 0 0 -102 0 -737 -4,646 Coil Peak Tot Sens Btu/h 0 0 0 0 -2,978 -1,310 0 0 0 -4,287 0 0 0 0 0 0 0 0 0 -737 0 0 Percent Of Total ( %) 0.00 0.00 0.00 0.00 59.27 26.07 0.00 0.00 0.00 85.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.66 0.00 0.00 -5,024 100.00 Main CIg 3.0 Aux CIg 0.0 Opt Vent 0.0 Total 3.0 COOLING COIL SELE Total Capacity Sens Cap. Coil Airf ton MBh MBh cfm 35.7 0.0 0.0 35.7 25.7 0.0 0.0 1,008 0 0 CTION Enter DB/WB/HR Leave DB/WB/HR °F °F gr/Ib °F °F gr/Ib 79.9 0.0 0.0 66.4 75.8 0.0 0.0 0.0 0.0 56.5 55.1 62.6 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 960 0 0 0 0 0 495 130 26 TEMPERATURES CIg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 79.9 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 192 0 1,008 0 1,008 192 0 0 Heating 0 0 1,008 0 1,008 0 0 0 % OA cfm /ft' cfm!ton ft' /ton Btu/hr•ft' No. People ENGINEERING CKS Cooling Heating 19.1 0.0 1.05 1.05 338.61 322.59 37.20 -5.20 10 HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F °F Main Htg -5.0 1,008 63.8 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -5.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 B - Office Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo/Hr. Outside Air: OADB)WB/HR: Space Sens. + Lat. Btu/h Ret Air Sensible Btu/h Ret Air Latent Btu/h 8/15 91/78/125 CLG SPACE PEAK Mo/Hr: 6 / 21 OADB: 82 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu/h ( %) o o 0 0.00 0 0.00 0 0 0 0.00 0 0.00 0 0 0 0.00 0 0.00 0 0 0 0.00 0 0.00 0 0 0 0.00 0 0.00 150 48 198 7.86 235 24.75 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 150 48 198 7.86 235 24.75 273 273 546 21.64 273 28.82 500 500 19.81 250 26.39 137 0 0 137 5.41 137 14.41 910 273 0 1,183 46.87 660 69.62 58 -58 0 0.00 53 5.63 0 0 0 1,194 47.30 0 0.00 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0 0.00 -51 0 -51 -2.03 0.00 0 0 0 0.00 0.00 1,118 212 0 2,523 100.00 947 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 0 -189 0 0 0 -189 0 0 0 0 -22 0 0 -211 Coil Peak Tot Sens Btu/h Percent Of Total ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -259 99.99 0 0.00 0 0.00 0 0.01 -259 100.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -259 100.00 Main Clg 0.2 Aux Clg 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl ton MBh MBh cfm 2.5 0.0 0.0 Total 0.2 2.5 1.4 0.0 0.0 46 0 0 Enter DBIWB/HR Leave DBIWB/HR °F °F gr/Ib °F °F gr/Ib 83.3 0.0 0.0 70.3 0.0 0.0 91.0 0.0 0.0 56.5 53.3 55.7 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 80 0 0 0 0 0 72 0 0 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 83.3 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 20 0 Infll 0 0 Supply 46 46 Mincfm 0 0 Return 46 46 Exhaust 20 0 Rm Exh 0 0 Auxil 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 43.6 0.0 0.57 0.57 218.09 380.44 31.54 -2.66 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -0.2 0.0 0.0 0.0 0.0 0.0 -0.2 Coil Airtl cfm 46 0 0 0 0 0 Ent °F 58.7 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 E - Study Room Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air. OADB/WB/HR: Space Ret. Air Sens. + Lat. Sensible Btu/h Btu/h 0 0 0 0 0 0 1,854 0 97 0 85 34 0 0 0 2,036 34 437 437 500 218 0 1,155 437 93 -93 0 0 0 0 0 -51 0 3,285 326 Ret. Air Latent Btu/h 8/9 83/74/113 CLG SPACE PEAK Mo/Hr. 8/9 OADB: 83 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 1,854 41.56 1,854 61.26 0 0 0.00 97 2.18 97 3.21 -275 -275 37.57 118 2.65 85 2.80 -146 -215 29.45 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 2,070 46.39 2,036 67.27 - 421 -490 67.03 874 19.58 437 14.43 0 0 0.00 500 11.21 250 8.26 0 0 0.00 0 218 4.90 218 7.22 0 0 0.00 0 1,592 35.69 905 29.91 0 0 0.00 0 0.00 85 2.82 -14 0 0.00 0 851 19.07 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 -241 -241 32.97 0 -51 -1.15 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 4,461 100.00 3,027 100.00 -676 -732 100.00 Main CIg 0.4 4.5 Aux CIg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.4 4.5 COOLING COIL SELE Total Capacity Sens Cap. Coll Airfl ton MBh MBh cfm 3.5 0.0 0.0 147 0 0 CTION Enter DBIWB/HR Leave DB/WB/HR °F °F gr/Ib °F °F gr/Ib 78.1 65.0 71.5 0.0 0.0 0.0 0.0 0.0 0.0 56.5 55.1 62.5 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 128 0 0 0 0 0 72 12 17 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 78.1 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Intl! Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling Heating 20 0 147 0 147 20 0 0 0 0 147 0 147 0 0 0 % OA cfm/ft cfm /ton ft /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 13.6 0.0 1.14 1.14 394.11 344.29 34.85 -5.67 1 HEATING COIL SELECTION Capacity Coll Airtl Ent Lvg MBh cfm °F °F Main Htg -0.7 147 64.9 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.7 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 F - Laundry Envelope Loads Skylite SoIr Skylite Cond Roof Cond Gass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => Peaked at Time: Outside Air: COOLING COIL PEAK Mo/Hr. OADB/WB/HR: Space Ret. Air Sens. + Lat. Sensible Btu/h Btu/h 0 0 0 0 0 0 1,844 0 179 0 567 210 0 0 0 2,590 210 986 986 2,000 10,180 0 13,166 986 210 -210 0 0 0 0 0 -205 0 15,966 782 Ret. Air Latent Btu/h 8/17 90/77/122 0 0 0 1,844 179 777 0 0 0 2,800 1,973 2,000 0 10,180 0 14,153 0 0 4,520 0 0 0 0 0 -205 0 0 Net Percent Total Of Total Btu/h ( %) 0.00 0.00 0.00 8.67 0.84 3.65 0.00 0.00 0.00 13.17 9.28 9.40 47.87 66.55 0.00 21.25 0.00 0.00 0.00 0.00 -0.96 0.00 0 21,268 100.00 CLG SPACE PEAK Mo/Hr. 8 / 17 OADB: 90 Space Sensible Btu/h Percent Of Total ( %) 0 0.00 0 0.00 0 0.00 1,844 12.34 179 1.20 567 3.79 0 0.00 0 0.00 0 0.00 2,590 17.32 986 6.60 1,000 6.69 10,180 68.10 12,166 81.39 193 1.29 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 14,949 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -476 0 0 0 - 751 0 0 0 0 -20 0 -2,566 -3,337 Coil Peak Tot Sens Btu/h 0 0 0 0 -275 -668 0 0 0 -943 0 0 0 0 0 0 0 0 0 -2,566 0 0 Percent Of Total ( %) 0.00 0.00 0.00 0.00 7.83 19.04 0.00 0.00 0.00 26.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.12 0.00 0.00 -3,509 100.00 Main Clg 1.8 21.3 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 1.8 21.3 COOLING COIL SELECTION Total Capacity Sens Cap. CoII Airfl Enter DB! B/HR ton MBh MBh cfm °F °F gr/lb 17.1 0.0 0.0 724 0 0 78.7 0.0 0.0 65.1 71.2 0.0 0.0 0.0 0.0 Leave DB/WB/HR °F °F gr/lb 56.5 55.6 64.7 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 289 0 0 0 0 0 198 12 6 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 78.7 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 80 0 Infil 0 0 Supply 724 724 Mincfm 0 0 Return 724 724 Exhaust 80 0 Rm Exh 0 0 Auxil 0 0 % OA cfm/ft cfm/ton ft Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 11.1 0.0 2.50 2.50 408.29 163.06 73.59 -12.45 4 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -3.6 0.0 0.0 0.0 0.0 0.0 -3.6 CoII AIM cfm 724 0 0 0 0 0 Ent °F 65.4 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 301 - Single RA Unit, SE Comer w/ roof Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV /UNDR Sizing Exhaust Heat Terminal Bypass Grand Total ==> COOLING COIL PEAK Peaked at Time: Mo/Hr 9 / 13 Outside Air. OADBJWB/HR: 88 / 75 / 108 Space Sens. + Lat. Btu/h 0 0 0 1,074 158 671 0 0 0 1,904 614 500 307 1,422 297 0 0 Ret Air Sensible Btu/h Ret Air Latent Btu/h CLG SPACE PEAK Mo/Hr: 11 / 13 OADB: 81 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coll Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 o o 0.00 0 0.00 0 0 0.00 635 635 11.38 0 0.00 0 -166 14.27 0 1,074 19.24 1,757 46.82 0 0 0.00 0 158 2.84 76 2.01 -275 -275 23.61 220 891 15.95 501 13.34 -524 -723 62.11 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 855 2,759 49.40 2,333 62.18 -798 -1,164 100.00 614 1,229 22.00 614 16.37 0 0 0.00 500 8.95 250 6.66 0 0 0.00 0 0 307 5.50 307 8.19 0 0 0.00 614 0 2,036 36.46 1,172 31.22 0 0 0.00 -297 0 0.00 248 6.60 -74 0 0.00 0 0 905 16.21 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -116 0 -116 -2.08 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 3,622 1,056 0 5,584 100.00 3,753 100.00 -872 -1,164 100.00 Main Clg 0.5 5.6 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.5 5.6 COOLING COIL SELECTION Total Capacity Sens Cap. Coll Airfl Enter DB/WB/HR ton MBh MBh cfm °F °F gr/lb 4.7 0.0 0.0 202 0 0 81.0 65.5 69.2 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBI B/HR °F °F gr/lb 58.3 56.6 65.9 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name :C:\CDS\LOAD32\PROJECTS\Bany _dormitories 01.Ids Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 180 0 0 216 12 6 TEMPERATURES Clg Htg SADB 58.3 71.9 Plenum 80.2 66.7 Return 80.2 66.7 Ret/OA 81.0 66.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mlncfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 202 0 202 20 0 0 Heating 0 0 202 0 202 0 0 0 % OA cfm/ft cfm/ton ft Btu/hr -ft' No. People ENGINEERING CKS Cooling Heating 9.9 0.0 1.12 1.12 434.13 386.83 31.02 -6.47 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -1.2 0.0 0.0 0.0 0.0 0.0 -1.2 Coil Airfl cfm 202 0 0 0 0 0 Ent °F 64.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 71.9 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 329 - Single unit, South, Third Fl w/ Roof Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo/Hr. Outside Air. OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 281 77 5,280 0 0 0 5,638 614 500 307 1,422 259 0 0 Ret. Air Sensible Btu/h Ret. Air Latent Btu/h 11/17 81/70 /90 CLG SPACE PEAK Mo/Hr. 11 / 16 OADB: 82 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 281 2.85 710 9.94 0 0 0.00 0 77 0.78 85 1.19 -275 -275 7.89 1,820 7,100 71.85 4,930 69.02 -2,371 -3,209 92.11 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 1,820 7,458 75.48 5,725 80.15 -2,646 -3,484 100.00 614 1,229 12.43 614 8.60 0 0 0.00 500 5.06 250 3.50 0 0 0.00 0 0 307 3.11 307 4.30 0 0 0.00 614 0 2,036 20.60 1,172 16.40 0 0 0.00 -259 0 0.00 246 3.44 -89 0 0.00 0 0 489 4.95 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -101 0 -101 -1.03 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 7,319 2,074 0 9,881 100.00 7,143 100.00 -2,735 -3,484 100.00 Main CIg Aux CIg Opt Vent Total COOLING COL SELECTION Total Capacity ton MBh 0.8 0.0 0.0 9.9 0.0 0.0 0.8 9.9 Sens Cap. MBh 9.3 0.0 0.0 Coil AirtI cfm 429 0 0 Enter DBAMB/HR Leave DB/WB/HR °F °F gr/Ib °F °F gr /Ib 79.6 0.0 0.0 64.4 0.0 0.0 66.1 0.0 0.0 60.1 56.9 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFir Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 0 0 0 920 12 1 TEMPERATURES Clg Htg SADB 60.1 73.7 Plenum 79.5 66.4 Return 79.5 66.4 Ret/OA 79.6 66.4 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.0 0.0 Vent Infll Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 429 0 429 20 0 0 Heating 0 0 429 0 429 0 0 0 % OA cfm/ft cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 4.7 0.0 2.38 2.38 521.24 218.60 54.90 -19.35 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -3.5 0.0 0.0 0.0 0.0 0.0 -3.5 Coil Aid! cfm 429 0 0 0 0 0 Ent °F 65.5 0.0 0.0 0.0 0.0 0.0 Lvg °F 73.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 330 - Double unit, East, 3rd Floor Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr. 8 / 9 Outside Air. OADB/WB/HR: 83 / 74 / 113 Space Sens. + Lat. Btu/h 0 0 0 1,854 97 183 0 0 0 2,134 870 1,000 435 2,305 249 0 0 Ret Air Sensible Btu/h 0 0 0 0 0 58 58 Ret. Air Latent Btu/h Net Percent Total Of Total Btu/h ( %) 0 0 0 1,854 97 241 0 0 0 2,192 870 1,741 1,000 0 0 435 870 0 3,176 -249 0 0 0 1,701 0 0 0 0 0 0 -137 0 -137 0 0 0 0.00 0.00 0.00 26.75 1.40 3.47 0.00 0.00 0.00 31.63 25.11 14.43 6.28 45.81 0.00 24.54 0.00 0.00 0.00 0.00 -1.98 0.00 4,688 543 0 6,932 100.00 CLG SPACE PEAK Mo/Hr. 8/9 OADB: 83 Space Percent Space Peak Sensible Of Total Space Sens Btu/h ( %) Btu/h 0 0.00 0 0 0.00 0 0 0.00 0 1,854 44.27 0 97 2.32 -275 183 4.36 -314 0 0.00 0 0 0.00 0 0 0.00 0 2,134 50.95 -588 870 20.78 0 500 11.94 0 435 10.39 0 1,805 43.11 0 249 5.94 -35 0 0.00 0 0.00 0.00 0.00 0 0.00 0 0.00 0.00 4,188 100.00 -624 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Coil Peak Tot Sens Btu/h Percent Of Total ( %) O 0.00 O 0.00 0 0.00 0 0.00 -275 38.20 -445 61.80 0 0.00 0 0.00 0 0.00 -720 100.00 0 0.00 0 0.00 0 0.00 O 0.00 O 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -720 100.00 Total Capacity ton MBh Main Clg 0.6 6.9 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.6 6.9 COOLING COIL SELECTION Sens Cap. Coll Airfl Enter DB/WB/HR Leave DB/WB/HR MBh cfm °F °F gr/Ib °F °F gr/lb 5.1 0.0 0.0 198 0 0 79.1 0.0 0.0 65.9 0.0 0.0 74.6 0.0 0.0 56.1 54.6 61.5 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name :C:\CDS\LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 255 0 0 0 0 0 136 12 9 TEMPERATURES Clg Htg SADB 56.1 70.8 Plenum 78.1 67.6 Return 78.1 67.6 Ret/OA 79.1 67.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infll Supply Mlncfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 198 0 198 40 0 0 Heating 0 0 198 0 198 0 0 0 % OA cfm/ft cfm/ton ftzlton Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 20.2 0.0 0.78 0.78 343.05 441.42 27.18 -2.82 2 HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F °F Main Htg -0.7 198 63.4 70.8 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidlf 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.7 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 400 - Lobby area, 4th Floor Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside AIr Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total =--> COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air. OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 3,518 1,344 1,453 0 0 0 6,314 2,867 4,200 1,433 8,500 1,602 0 0 Ret. Air Sensible Btu/h Ret. AIr Latent Btu/h 8/15 91/78/125 CLG SPACE PEAK Mohr. 9 / 10 OADB: 83 HEATING COIL PEAK Mohr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 O 0 0.00 0 0.00 0 0 0.00 3,475 3,475 11.35 0 0.00 0 -783 18.66 O 3,518 11.49 8,422 49.40 0 0 0.00 0 1,344 4.39 697 4.09 -1,924 -1,924 45.84 565 2,017 6.59 574 3.36 -1,020 -1,490 35.50 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 4,039 10,354 33.81 9,693 56.86 -2,944 -4,197 100.00 2,867 5,734 18.73 2,867 16.82 0 0 0.00 4,200 13.72 2,100 12.32 0 0 0.00 0 0 1,433 4.68 1,433 8.41 0 0 0.00 2,867 0 11,367 37.12 6,400 37.54 0 0 0.00 -1,602 0 0.00 955 5.60 -291 0 0.00 O 0 10,026 32.74 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -1,127 0 -1,127 -3.68 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 16,417 4,177 0 30,620 100.00 17,048 100.00 - 3,234 -4,197 100.00 Main CIg 2.6 Aux CIg 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil AIrf Enter DBMIB/HR ton MBh MBh cfm °F °F gr/Ib 30.6 0.0 0.0 Total 2.6 30.6 21.5 0.0 0.0 790 0 0 83.1 67.8 77.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBMIB/HR °F °F gr/Ib 55.7 55.6 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFir Roof Wall AREAS Gross Total Glass ft ( %) 840 0 0 840 0 0 504 84 17 TEMPERATURES CIg Htg SADB 55.7 71.7 Plenum 81.0 66.9 Return 81.0 66.9 Ret/OA 83.1 66.9 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infll Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 168 0 790 0 790 168 0 0 Heating 0 0 790 0 790 0 0 0 % OA cfm/ft cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 21.3 0.0 0.94 0.94 309.75 329.20 36.45 -5.00 8 HEATING COIL SELECTION Capacity Coil AIrf Ent Lvg MBh cfm °F °F Main Htg -4.2 790 62.7 71.7 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -4.2 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 430 - Double Unit, East 4th Floor Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Rot. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo/Hr. 8 / 15 Outside Air. OADB/WB/HR: 91 / 78 / 125 Space Rot. Air Ret. Air Sens. + tat Sensible Latent Btu/h Btu/h Btu/h 0 0 0 0 0 1,043 297 0 192 0 802 247 0 0 0 1,290 1,290 870 870 1,000 435 0 2,305 870 566 -566 0 0 0 4,162 0 0 -313 0 1,282 Net Total Btu/h 0 0 1,043 297 192 1,049 0 0 0 2,581 1,741 1,000 0 435 0 3,176 0 0 2,387 0 0 0 0 0 -313 0 0 Percent Of Total ( %) 0.00 0.00 13.32 3.79 2.45 13.39 0.00 0.00 0.00 32.95 22.23 12.77 5.56 40.55 0.00 30.48 0.00 0.00 0.00 0.00 -3.99 0.00 0 7,831 100.00 CLG SPACE PEAK Mo/Hr: 8 / 9 OADB: 83 HEATING COIL PEAK Mohr. 13 /1 OADB: 47 Space Percent Space Peak Coil Peak Sensible Of Total Space Sens Tot Sens Btu/h ( %) Btu/h Btu/h Percent Of Total ( %) 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 -234 18.15 1,854 42.73 0 0 0.00 97 2.24 -275 -275 21.36 295 6.80 -566 -778 60.48 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 2,246 51.77 -840 -1,287 100.00 870 20.06 0 0 0.00 500 11.52 0 0 0.00 435 10.03 0 0 0.00 1,805 41.61 0 0 0.00 287 6.62 -117 0 0.00 0 0.00 0 0 0.00 o.00 o olio 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 4,339 100.00 -957 -1,287 100.00 Total Capacity ton MBh Main CIg 0.7 7.8 Aux CIg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.7 7.8 COOLING COIL SELECTION Sens Cap. CoII AIrf Enter DB/WB/HR Leave DBM/B/HR MBh cfm °F °F grill) °F °F gr/Ib 5.7 0.0 0.0 204 0 0 83.8 0.0 0.0 67.8 0.0 0.0 76.6 0.0 0.0 55.9 55.8 66.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bary_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft' ( %) 255 0 0 255 0 0 232 12 5 TEMPERATURES CIg Htg SADB 55.9 72.2 Plenum 82.0 66.6 Return 82.0 66.6 Ret/OA 83.8 66.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Retum Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 204 0 204 40 0 0 Heating 0 0 204 0 204 0 0 0 % OA cfm/ftz cfm/ton ftz /ton Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 19.6 0.0 0.80 0.80 312.58 390.76 30.71 -5.05 2 HEATING COIL SELECTION Capacity Coil Airf Ent Lvg MBh cfm °F °F Main Htg -1.3 204 62.7 72.2 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.3 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 Description Floor Area ft 430 - Double Unit, East 4th RmIn Tot 255 Floor 430 - Typical dbl Rm 4th FI Sys Tot/Ave 255 w roof 430 - Typical dbl Rm 4th FI Sys Block 255 w roof 330 - Double unit, East, 3rd Rm/Zn Tot 255 Floor 330 Typical dbl 3rd fl w Sys Tot/Ave 255 roof 330 Typical dbl 3rd fl w Sys Block 255 roof 329 - Single unit, South, Rm/Zn Tot 180 Third FI w/ Roof 329 Typical sgl 3rd fl w Sys Tot/Ave 180 roof 329 Typical sgl 3rd fl w Sys Block 180 roof 301 - Single RA Unit, SE Rm/Zn Tot 180 Comer w/ roof 301 typical RA unit w roof Sys Tot/Ave 180 301 typical RA unit w roof Sys Block 180 400 - Lobby area, 4th Floor Rm/Zn Tot 840 400 Lobby, 4th fl Sys Tot/Ave 840 400 Lobby, 4th fl Sys Block 840 100 - Lobby area, First Floor 960 100 B - Office 80 100 E - Study Room 128 100 F - Laundry 289 Zone - 001 Zn Tot/Ave 1,457 Zone - 001 Zn Block 1,457 100 Lobby area, 1st fl Sys Tot/Ave 1,457 100 Lobby area, 1st fl Sys Block 1,457 Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids PEAK COOLING LOADS MAIN SYSTEM By Coltec Engineering, Inc. SPACE OA Room Supply Space Space Space Peak Cond. Dry Dry Air Sensible Latent Time DB/WB Bulb Bulb Flow Load Load Mo/Hr °F °F °F cfm Btu/h Btu/h 8/9 83 74 75 55.9 204 4,339 500 83 74 75 55.9 204 4,339 500 8/9 83 74 75 55.9 204 4,339 500 8/9 83 74 75 56.0 198 4,188 500 83 74 75 56.0 198 4,188 500 8/9 83 74 75 56.0 198 4,188 500 11/16 82 69 75 60.1 429 7,143 250 82 69 75 60.1 429 7,143 250 11/16 82 69 75 60.1 429 7,143 250 11/13 81 69 75 58.3 202 3,753 250 81 69 75 58.3 202 3,753 250 11/13 81 69 75 58.3 202 3,753 250 9/10 83 73 75 55.7 790 17,048 2,100 83 73 75 55.7 790 17,048 2,100 9/10 83 73 75 55.7 790 17,048 2,100 9/9 82 74 75 56.5 1,008 20,817 2,400 6/21 82 74 75 56.5 46 947 250 8/9 83 74 75 56.5 147 3,027 250 8/17 90 77 75 56.5 724 14,949 1,000 82 74 75 56.5 1,924 39,740 3,900 9/9 82 74 75 56.5 1,924 37,456 3,900 82 74 75 56.5 1,924 39,740 3,900 9/9 82 74 75 56.5 1,924 37,456 3,900 COIL OA Supply Coil Coil Coil Peak Cond. Dry Air Sensible Latent Time DB/WB Bulb Flow Load Load Mo/Hr °F °F cfm Btu/h Btu/h 8 /15 91 78 55.9 204 5,657 2,174 91 78 55.9 204 5,657 2,174 8 /15 91 78 55.9 204 5,657 2,174 8/9 83 74 56.0 198 5,092 1,840 83 74 56.0 198 5,092 1,840 8/9 83 74 56.0 198 5,092 1,840 11 /17 81 70 60.1 429 9,285 596 81 70 60.1 429 9,285 596 11 /17 81 70 60.1 429 9,285 596 9/13 88 75 58.3 202 4,723 861 88 75 58.3 202 4,723 861 9/13 88 75 58.3 202 4,723 861 8 /15 91 78 55.7 790 21,491 9,129 91 78 55.7 790 21,491 9,129 8 /15 91 78 55.7 790 21,491 9,129 8/16 91 78 56.5 1,008 25,654 10,057 8/15 91 78 56.5 46 1,437 1,087 8 /9 83 74 56.5 147 3,541 920 8 /17 90 77 56.5 724 17,077 4,190 91 78 56.5 1,924 47,709 16,254 8 /16 91 78 56.5 1,924 46,508 16,343 91 78 56.5 1,924 47,709 16,254 8/16 91 78 56.5 1,924 46,508 16,343 Protect Name: Student Residence TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 MAS M.A. SUAREZ & ASSOCIATES, INC. CONSULTING ENGINEERS 2990 SW 35TH AVENUE Phone: 305 - 443.0691 MIAMI, FLORIDA 33133 Fax: 305- 443.0442 PE 25414 E0 3160 BARRY UNIVERSITY CALCULATIONS /0/e7/ 4 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 3 ; s ,A fit —9. rgt Z oo‘ 3 PRODIXT204-1 Mtge Steels) 205-1 (Padded) 2 ogos. , d.? 2 - G 25 4 7 1 2 .......... 476 he JOB 15A:017,y 1-1\ v- \A 0 Li SHEET NO. 1 OF CALCULATED BY it-44 .4 DATE CHECKED BY DATE SCALE 2 T2. 4 1. C.0 1 to. • ....... .C,4•4"" ........... ......... ' M. A. SUAREZ & ASSOCIATES, INC. - 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 ......... WJJ 4 , 4'" PRODUCT 204-1 (angle Sheets) 7A5-1 (Padded) roe 1.1? Aie-e weAvAtiol ,- zodlet 401 AO 0, 0 4 4 07AI? Arre-409 .e.•• 4/- 1:344 7 1 7 4014-4 1 1 o- - s 410,Apve. .ello• JOB SHEET NO. .6 „?? t5 1 " . CALCULATED BY 1-- S DATE CHECKED BY DATE SCALE 2 2 veoeed. .O. OF 4/ u r M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 a PRODUCT2:14-1 (SI* Sheab3) 205-1 (M) 4 eAic 71 624%' /,0 xel. IP,Cio 7 ?4. 91 7 ■s .* JOB.F f4J pativiN4 1 ez7 SHEET NO. OF CALCULATED BY A41 DATE CHECKED BY DATE SCALE tal; .1 - •72., 44 41 , ./ .... 4.4 4 di 5' e. ,0 f 1 M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 2044 (erg le Sluts) 205-1 (Padded) 1* eit 4tr JOB ___edge,4„eAh?llYe )10 t.'194/4. SHEET NO OF CALCULATED BY /CM 6 DATE 3 CHECKED BY DATE SCALE M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue v MIAMI, FL 33133 Phone (305) 443 -0691 PRODUCT 204-1 (Ws Sleets) 265-1 (Padded) JOB SHEET NO. OF CALCULATED BY )4 A CHECKED BY DATE DATE /1 j SCALE • , M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 / 14 4 4 PRODUCT 294-1 (Sblela Sluts) 203-I (Padded) 8 1 0 11e. AdrAti° r ,d /V vitd 4 1, V JOB 1'lla )/C4 SHEET NO. OF CALCULATED BY Arel 13 6 CHECKED BY DATE SCALE ‘04 1)4 Yeltrteo / 2 DATE 3,42/ •••••■•••■•••■• 4. 0 tividif-of a 2.4°7)4,14 . M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 P1ODUCT204-1 (Single Steals) 205-1 (Padded) JOB e A SHEET NO CALCULATED BY LA AL DATE CHECKED BY OF DATE SCALE JoBAR.,ty I fioro*r . M. A. SUAREZ & ASSOCIATES, INC. SHEET NO 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 204-1 (Single Sheet) EV (Padded) CALCULATED BY )--.4 214S. OF DATE CHECKED BY DATE SCALE 44 • M. A. SUAREZ & ASSOCIATES, INC. ' 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 204-1 (Slagle S1014205-1 (Patti) JL— 1 e JOB Lai 4 1#'° SHEET NO. OF DATE CHECKED BY DATE CALCULATED BY .4,4 SCALE 4 .L pj 407 4 z. ............. ......... ............. M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUa 204-1 (Single Shads) 205-1 (Padded) JOB -Twarz.v. y o)e, -fe4403( SHEET NO CALCULATED BY )sd) A 4 ) OF DATE h cr-'49/ CHECKED BY DATE SCALE 'S JOB 13.4,..er ii,&940. Aioaf, fri-or- gv • , M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue I MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT2114-1 (Sage Masts) 205-1 (Padded) SHEET NO. l) CALCULATED BY OF DATE CHECKED BY DATE SCALE M. A. SUAREZ & ASSOCIATES, INC. 2990 S.W. 35th Avenue MIAMI, FL 33133 Phone (305) 443-0691 PRODUCT 21141 (Slagle Sbeats) 205-1 (Padded) zsi "ast-4,401 ,5 Ae 410x, 7. 7 Sbe/2 JoR.We wme. SHEET NO _ CALCULATED BY CHECKED BY SCALE DATE DATE on-L; aLAM - riat elate, Slab and Waffle Design Version 1.61 - 01/29/1992 - C4.0 'Copyright (C) 1986 -1991, Structural Analysis, Inc. ' Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 3f1.1 DATE: 3 -13 -2001 TIME: 3:43:28 PROJECT: BARRY HOUSING THREE STORY SHORT ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 5 4.0 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 11.8 12.3 6.0 .0 7.0 .0 5.91 3 18.0 12.3 6.0 7.0 7.0 .0 6.16 4 11.8 12.3 6.0 7.0 .0 .0 5.91 ** *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 10.0 14.0 10.0 14.0 3 10.0 14.0 10.0 14.0 4 . . .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 12.4 .0 11.8 3 DL 25.0 12.4 .0 18.0 4 DL 25.0 12.4 .0 11.8 2 LL 40.0 12.4 .0 11.8 3 LL 40.0 12.4 .0 18.0 4 LL 40.0 12.4 .0 11.8 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8:00 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 16.1 -36.7 7.42 11.53 3 -44.6 26.7 -44.6 13.85 13.85 4 -36.7 16.1 .0 11.53 7.42 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MAXUP MAXDN D/T SIGK VTOP VBOT kips kip -ft kips kip -ft kips kips 1 7.4 .0 .0 4.9 .0 .0 .71 .00 .0 .0 2 28.6 4.2 3.7 25.0 6.1 5.4 .71 1.34 1.1 .8 3 28.6 -4.2 -3.7 25.0 -6.1 -5.4 .71 1.34 1.1 .8 4 7.4 .0 .0 4.9 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .03 3 .11 4 .03 ** *MIDDLE STRIP * ** LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 6.43 -7.40 GR WKG .00 -1.54 -5.17 COMB ULT .00 9.74 -11.03 COMB ULT .00 -2.58 -7.24 BEAM NO. 3: GR WKG -9.11 10.66 -9.11 GR WKG -6.30 3.44 -6.30 COMB ULT -13.59 15.98 -13.59 COMB ULT -8.83 4.82 -8.83 BEAM NO. 4: GR WKG -7.40 6.43 .00 GR WKG -5.17 -1.54 .00 COMB ULT -11.03 9.74 .00 COMB ULT -7.24 -2.58 .00 * ** REINFORCING STEEL * ** (square inches and inches) Dm AZ .14 Ula 2 .00 .00 =' 3. r.68 .11 ' 4 .55 .09 ** *COLUMN STRIP * ** LEFT l< MID >J RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS M -LEFT BEAM NO. 2: GR WKG GR WKG COMB ULT COMB ULT BEAM NO. GR WKG GR WKG COMB ULT COMB ULT BEAM NO. GR WKG GR WKG COMB ULT COMB ULT * ** REINFORCING STEEL BM ASL 2 .00 3 2.13 4f 1.71 s COL VU psi 1 (COLUMN HAS ZERO 2 209.3 < 253.0 3 209.3 < 253.0 4 (COLUMN HAS ZERO End of SLAB NE ALL, L AbM UM .00 .49 .08 .00 .81;.13 .00 .49 .08 Elapsed Time: 0 min * ** (kip -ft) M -MID M -RITE .00 9.64 -22.20 .00 -2.31 -15.51 .00 14.60 -33.08 .00 -3.87 -21.72 3: -27.32 15.99 -27.32 -18.91 5.17 -18.91 - 40.76 23.97 -40.76 -26.48 7.23 -26.48 4: -22.20 9.64 .00 - 15.51 -2.31 .00 - 33.08 14.60 .00 -21.72 -3.87 .00 UL REVL .00 .00 .35 .00 .29 .00 VMAX psi * ** ASM UM .741 .12 1.221 .20 .74 ; .12 ** *SLAB TWO -WAY PUNCHING SHEAR * ** V -PU psi DIMENSION, 168.7 168.7 DIMENSION, (square inches and 0 sec KEVM }ASH ; UR .13 ! .55 .09 . 00 . 68 . 11 .13 1 .00 .00 REVM !ASR UR REVR DL DM DR ASMIN .19 / 1.71 .29 .00 4.5 4.5 4.5 .77 .00 12.13; .35 .00 4.5 4.5 4.5 .80 .19 .00 .00 .00 4.5 4.5 4.5 .77 V- TRAN,L psi PUNCHING -40.6 40.6 PUNCHING inches) VTRAN,R psi SHEAR CAN 40.6 -40.6 SHEAR CAN REVR DL .00 4.5 .00 4.5 .00 4.5 DM DR ASMIN 4.5 4.5 .83 4.5 4.5 .80 4.5 4.5 .83 WI] 7' 7 7' WIL 71 74 71 PU MU AC JC kips kip -ft sq in in *4 NOT BE CALCULATED.) 42.6 11.7 297.0 16195. 42.6 -11.7 297.0 16195. NOT BE CALCULATED.) SAI: SLAB -.Flat Plate, Slab and Waffle Design le13ion 1661: 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 3f1.2 DATE: 3 -13 -2001 TIME: 3:48: 3 PROJECT: BARRY HOUSING THREE STORY LONG ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FY GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 12 4.0 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 8.7 15.0 6.0 4.0 4.0 .0 4.35 3 14.9 15.0 6.0 4.0 5.0 .0 7.45 4 12.3 15.0 6.0 5.0 5.0 .0 6.16 5 12.3 15.0 6.0 5.0 5.0 .0 6.16 6 12.3 15.0 6.0 5.0 5.0 .0 6.16 7 12.3 15.0 6.0 5.0 5.0 .0 6.16 8 12.3 15.0 6.0 5.0 5.0 .0 6.16 9 12.3 15.0 6.0 5.0 5.0 .0 6.16 10 12.3 15.0 6.0 5.0 5.0 .0 6.16 11 14.9 15.0 6.0 5.0 .0 .0 7.45 ** *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 24.0 8.0 24.0 8.0 2 24.0 8.0 24.0 8.0 3 14.0 10,0 14.0 10.0 4 14.0 10.0 14.0 10.0 5 14.0 10.0 14.0 10.0 6 14.0 10.0 14.0 10.0 7 14.0 10.0 14.0 10.0 8 14.0 10.0 14.0 10.0 9 14.0 10.0 14.0 10.0 10 14.0 10.0 14.0 10.0 11 .0 .0 .0 .0 * * *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet .+.V 1441V .v 3 DL 25.0 15.0 .0 , 4 DL , 25'.0 15.0 .0 5 DL 25.0 15.0 .0 6 DL 25.0 15.0 .0 7 DL 25.0 15.0 .0 8 DL 25.0 15.0 .0 9 DL 25.0 15.0 .0 10 DL 25.0 15.0 .0 11 DL 25.0 15.0 .0 2 LL 40.0 15.0 .0 3 LL 40.0 15.0 .0 4 LL 40.0 15.0 .0 5 LL 40.0 15.0 .0 6 LL 40.0 15.0 .0 7 LL 40.0 15.0 .0 8 LL 40.0 15.0 .0 9 LL 40.0 15.0 .0 10 LL 40.0 15.0 .0 11 LL 40.0 15.0 .0 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME ** *EFFECTIVE COVER*** (inches) BM LEFT 2 1.00 3 1.00 4 1.00 5 1.00 6 1.00 7 1.00 8 1.00 9 1.00 10 1.00 11 1.00 BM 2 3 4 5 6 7 8 9 10 11 MID RIGHT 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ** *MOMENTS AND SHEARS * ** MLEFT NMID -3.9 7.4 -34.7 24.1 -34.8 13.8 -27.4 16.0 -28.9 15.5 -28.6 15.6 -28.4 15.4 -29.6 16.6 -25.0 11.9 -48.4 37.1 ** *COLUMN RESULTS * ** MRITE VLFT VRITE -30.9 5.29 10.76 -37.7 13.95 14.07 -26.9 12.20 10.97 -29.0 11.40 11.68 -28.5 11.56 11.50 -28.4 11.54 11.52 -29.3 11.47 11.60 -26.1 11.86 11.26 -42.2 10.35 12.99 .0 16.90 12.37 v., 14.9 12.3 12.3 12.3 12.3 12.3 12.3 12.3 14.9 8.7 14.9 12.3 12.3 12.3 12.3 12.3 12.3 12.3 14.9 * ** COL MAXP N -UP N -DN MINP MAXUP MAXDN D/T SIGK VTOP VBOT A +Fro ALF Alp Alp% Kips Kips 1 6.8 2.1 1.8 6.8 2.1 1.8 .71 .60 .4 .3 t2 27•.8 f 2.0 1.8 25.0 2.4 2.1 .71 .38 .4 .3 3 29.7 -1.5 -1.3 25.1 -2.8 -2.4 .71 .53 .5 .4 4 25.8 .3 .2 20.9 1.5 1.4 .71 .48 .3 .2 - 5 26.7 -.1 -.1 21.9 -1.3 -1.1 .71 .48 .2 .2 6 26.5 .0 .0 21.7 1.2 1.1 .71 .48 .2 .2 7 26.4 .0 .0 21.6 -1.2 -1.1 .71 .48 .2 .2 8 26.9 .2 .2 22.1 1.3 1.2 .71 .48 .2 .2 9 25.1 -.6 -.5 19.8 -1.9 -1.7 .71 .48 .3 .3 10 33.3 3.3 2.9 28.9 4.6 4.1 .71 .53 .8 .6 11 12.4 .0 .0 8.6 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 -.01 3 .06 4 .02 5 .03 6 .02 7 .03 8 .02 9 .03 10 .02 11 .10 ** *MIDDLE STRIP * ** LEFT 1 < MID >1 RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM NO. 2: GR WIG -.49 2.94 -6.78 GR WIG .25 -3.48 -4.58 COMB ULT -.78 4.53 -10.13 CO ULT .43 -5.29 -6.41 BEAM NO. 3: GR WIG -7.51 9.64 -7.93 GR WIG -5.11 -.47 -5.40 COMB ULT -11.22 14.48 -11.86 COJ: ULT -7.15 -.79 -7.56 BEAM NO. 4: GR WIG -7.39 5.53 -5.53 GR WIG -4.99 -2.14 -3.46 COMB ULT -11.06 8.51 -8.35 CO u: ULT -6.98 -3.30 -4.85 M -LEFT M -MID M -RITE BEAM NO. 5: GR WIG -5.62 6.42 -5.99 GR WIG -3.54 -.94 -3.90 CO ULT -8.47 9.78 -9.01 COMB ULT -4.95 -1.53 -5.46 BEAM NO. 6: GR WIG -5.97 6.18 -5.88 GR WIG -3.88 -.98 -3.81 COMB ULT -8.97 9.43 -8.84 COMB ULT -5.43 -1.59 -5.33 BEAM NO. 7: tR WKG' ' -5.90 6.25 -5.87 GR WKG -3.82 -.92 -3.79 CO ULT -8.86 9.52 -8.82 CO ULT -5.35 -1.50 -5.31 BEAM N0. 8: GR WKG -5.86 6.15 -6.06 GR WIG -3.79 -1.05 -3.94 COMB ULT -8.81 9.38 -9.11 COQ: ULT -5.30 -1.70 -5.52 BEAM NO. 9: GR WKG -6.11 6,65 -5.32 GR WKG -3.98 -.97 -3.21 COMB ULT -9.18 10.12 -8.04 COMB ULT -5.58 -1.57 -4.49 BEAM NO. 10: GR WIG -5.14 4.76 -9.16 GB WIG -3.05 -3.57 -6.32 COMB ULT -7.79 7.43 -13.68 COMB ULT -4.27 -5.42 -8.85 BEAM NO. 11: GR WIG -10.33 14.85 .00 GR WIG -7.20 -.91 .00 COMB ULT -15.40 22.19 .00 COMB ULT -10.09 -1.47 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL 1 UL REVL ASM UM REYM ASR UR RE ®R DL DM DR ASMIN WIDTH 2 03'.00 .02 .20 .02 .24 .45 .04 .00 5.0 5.0 5.0 1.38 127.8 3 .501 .07 .00 ' .65 .09 .04 .53 .07 .00 5.0 5.0 5.0 .98 90.6 4 .501 .06 .00 .38:.04 .15 .37 .04 .00 5.0 5.0 5.0 1.15 106.0 5, .38 .04 .00 .44 .05 .07 .40 .05 .00 5.0 5.0 5.0 1.15 106.0 61 .40 .05 .00 .42 .05 .07 .40 .04 .00 5.0 5.0 5.0 1.15 106.0 71 .40 .04 .00 .43 .05 .07 .39 .04 .00 5.0 5.0 5.0 1.15 106.0 8 .39 .04 .00 .42 .05 .08 .41. .05 .00 5.0 5.0 5.0 1.15 106.0 9 1 .41 .05 .00 .45 ,.05 .07 .36 .04 .00 5.0 5.0 5.0 1.15 106.0 10 .35, .04 .00 i .33 .04 .24 '.61 .07 .00 5.0 5.0 5.0 1.15 106.0 11 .69 .09 .00 11.01: .13 .07 : .00 .00 5.0 5.0 5.0 .98 90.6 ** *COLUMN STRIP * ** 1 < MID >1 RITE SPAN POINT: 0.0 0.10.20.30.40.50.60.70.80.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG -1.47 4.41 -20.34 GR WIG .76 -10.45 -13.73 COMB ULT -2.33 6.80 -30.40 CO a ULT 1.29 -15.88 -19.22 BEAM NO. 3: GR WKG -22.52 14.46 -23.80 GB WKG -15.33 -1.40 -16.20 '.VlW Vtl1 - JJ.V! 41.14 - JJ.30 COMB ULT -21.46 -2.38 -22.68 BEAM NO. 4: GE WKG -22.17 8.30 -16.60 tR WKG -14.96 -6.41 -10.39 CO•r ULT -33.19 12.76 -25.05 COMB ULT -20.95 -9.89 -14.55 BEAM NO. 5: GR WKG -16.86 9.63 -17.97 GR WKG -10.61 -2.83 -11.69 COMB ULT -25.40 14.67 -27.02 COMB ULT -14.86 -4.60 -16.37 BEAM NO, 6: GR WKG -17.90 9.28 -17.63 GR WKG -11.64 -2.95 -11.42 CO •' ULT -26.91 14.15 -26.51 COMB ULT -16.29 -4.78 -15.99 BEAM NO. 7: GR WKG -17.69 9.37 -17.60 GR WKG -11.46 -2.76 -11.38 CO•c ULT -26.59 14.29 -26.47 COMB ULT -16.04 -4.50 -15.93 BEAM NO. 8: GR WKG -17.58 9.22 -18.18 GR WKG -11.36 -3.16 -11.83 CO r. ULT -26.43 14.07 -27.32 COMB ULT -15.90 -5.09 -16.57 BEAM NO. 9: GB WKG -18.33 9.98 -15.95 GR WKG -11.95 -2.90 -9.62 CO31: ULT -27.55 15.19 -24.11 COAT ULT -16.73 -4.70 -13.47 BEAM NO. 10: GR WKG -15.41 7.14 -27.49 GR WKG -9.14 -10.70 -18.96 COMB ULT -23.36 11.14 -41.04 COMB ULT -12.80 -16.26 -26.55 BEAM NO. 11: GR WKG -30.99 22.27 .00 GR WKG -21.61 -2.74 .00 COMB ULT -46.19 33.29 .00 COMB ULT -30.26 -4.40 .00 * ** REINFORCING STEEL * ** (square inches and inches} BM !ASL ‘ UL REYL liSM REVM ;ASR UR REVR DL DM DR ASMIN WIDTH 21 .10; .02 .06 / .31 .07 .72 1.42 1.33 .00 5.0 5.0 5.0 .56 52.2 31 1.541 .21 .00 .98 .13 .11 1.63 .22 .00 5.0 5.0 5.0 .97 89.4 41 1.53[ .25 .00 ` .58 .09 .44 1.14 '.19 .00 5.0 5.0 5.0 .80 74.0 5 [ 1.16' .19 .00 .66 .11 .21 1.24 ? .20 .00 5.0 5.0 5.0 .80 74.0 61 1.23 .20 .00 ` .64 .10 .21 1.21 .20 .00 5.0 5.0 5.0 .80 74.0 71 1.22 .20 .00 .64 .10 .20 1.21 ' .20 .00 5.0 5.0 5.0 .80 74.0 8 1.21 .20 .00 .63; .10 .23 1.25 '.20 .00 5.0 5.0 5.0 .80 74.0 91 1.261 .20 .00 .691.11 .21 1.10 .18 .00 5.0 5.0 5.0 .80 74.0 10 1.071 .17 .00 50 .08 .74 1.911 .31 .00 5.0 5.0 5.0 .80 74.0 111 2.1 .29 .00 1.53,1 .20 .20 00, .00 .00 5.0 5.0 5.0 .97 89.4 ***SLAB TWO-WAY PUNCHING SHEAR * ** COL VU psi 1 26.8 2 126.9 -3 164.9 �4 135.0 5 137.9 6 136.2 7 136.0 8 139.8 9 133.6 10 197.8 11 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN End of SLAB VMAX V -PU V- TRAN,L VTRAN,R psi psi psi psi 126.5 .0 .0 .0 210.8 115.8 -11.0 11.0 253.0 152.8 12.0 -12.0 253.0 132.8 -2.2 2.2 253.0 137.3 .6 -.6 253.0 136.2 .0 .0 253.0 136.0 .0 .0 253.0 138.4 -1.4 1.4 253.0 128.9 4.6 -4.6 253.0 171.5 -26.3 26.3 Elapsed Time: 0 in 1 sec PU kips 10.2 41.4 44.2 38.4 39.7 39.4 39.3 40.0 37.3 49.6 MU kip -ft 5.9 5.6 -4.2 .8 -.2 .0 .0 .5 -1.6 9.2 AC sq in 200.0 420.0 340.0 340.0 340.0 340.0 340.0 340.0 340.0 340.0 NOT BE CALCULATED.) JC CL CR VLAM in *4 inches .0 .00 .00 .4481 14354.2 6.50 6.50 .3086 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 13812.5 7.50 7.50 .3720 SAI: SLAG -. Flat Plate, Slab and Waffle Design ¶efsion 1.61 = 01/29/1992 - C4.0 Copyright (C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 4f1.1 DATE: 2 -16 -2001 TIME: 9: 7:44 PROJECT: BABY HOUSING FOUR STORY SHORT ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 5( 4. 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 12.1 17.7 6.0 .0 8.0 .0 6.05 3 17.6 17.7 6.0 8.0 8.0 .0 8.80 4 12.1 17.7 6.0 8.0 .0 .0 6.05 ** *COLUMN DATA.*' ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 12.0 16.0 12.0 16.0 3 12.0 16.0 12.0 16.0 •,4 .0 .0 .0 .0 ** *UNIF. LOADS * ** BM TYPE LOAD WIDTH START END psf feet feet feet 2 DL 25.0 17.7 .0 12.1 3 DL 25.0 17.7 .0 17.6 4 DL 25.0 17.7 .0 12.1 2 LL 40.0 17.7 .0 12.1 3 LL 40.0 17.7 .0 17.6 4 LL 40.0 17.7 .0 12.1 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 - Luna 'Juni aalaaUI, aaarr j1 UA A --- [l1HW3S) # 1NTDTH- E'DEPTH -E WIDTH -S DEPTH -S ' 8.0(1 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME * ** ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.50 1.50 1.50 3 1.50 1.50 1.50 4 1.50 1.50 1.50 ** *MOMENTS AND SHEARS * ** BM MLEFT MMID MRITE VLFT VRITE 2 .0 24.7 -53.8 11.00 16.63 3 -61.3 37.0 -61.3 19.20 19.20 4 -53.8 24.7 .0 16.63 11.00 ** *COLUMN RESULTS * ** COL MAXP M -UP M -DN MINP MA%UP MANDN D/T SIGN VTOP VBOT kips kip -ft kips kip -ft kips kips 1 11.0 .0 .0 7.3 .0 .0 .71 .00 .0 .0 2 40.9 4.0 3.5 35.6 6.2 5.5 .71 1.67 1.1 .9 3 40.9 -4.0 -3.5 35.6 -6.2 -5.5 .71 1.67 1.1 .9 4 11,0 .0 .0 7.3 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .03 3 .10 4 .03 ** *MIDDLE STRIP * ** LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) BEAM NO. 2: GR WIG .00 9.89 -10.50 GR WIG .00 -4.04 -7.31 COMB ULT .00 14.98 -15.64 COMB ULT .00 -6.13 -10.23 BEAM NO. 3: GR WIG -12.06 14.81 -12.06 GR WIG -8.32 -.55 -8.32 COMB ULT -17.99 22.24 -17.99 CO ui: ULT -11.65 -.93 -11.65 M -LEFT M -MID M -RITE BEAM NO. 4: GR WIG -10.50 9.89 .00 GR WIG -7.31 -4.04 .00 COMB ULT -15.64 14.98 .00 CO i: ULT -10.23 -6.13 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN WIDTH -2 ''.00 1.00' .00 .75 .06 .30 .78 .07 .00 4.5 4.5 4.5 1.51 139.8 ' 3 .90 .10 .00 1.12 .13 .05 .90 .10 .00 4.5 4.5 4.5 1.15 106.8 4 .78 .07 .00 .75 .06 .30 .00 .00 .00 4.5 4.5 4.5 1.51 139.8 * ** ** *COLUMN STRIP * ** LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 * ** DESIGN MOMENTS * ** (kip -ft) M -LEFT M -MID M -RITE BEAM N0. 2: GA WHG .00 14.84 -31.49 GR WBG .00 -12.12 -21.92 COMB ULT .00 22.47 -46.93 COMB ULT .00 -18.39 -30.69 BEAM N0. 3: GR WIG -36.17 22.21 -36.17 GR WKG -24.95 -1.64 -24.96 CO,R ULT -53.98 33.37 -53.98 CO,c ULT -34.94 -2.78 -34.94 BEAM NO. 4: GR WIG -31.49 14.84 .00 GR WKG -21.92 -12.12 .00 COMB ULT -46.93 22.47 .00 COMB ULT -30.69 -18.39 .00 REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL ASM 1UM REVM ASR UR REVR DL DM DR ASMIN WIDTH 2 .001 .00 .00 ;1.15 'e.19 .93 12.48 .41 .00 4.5 4.5 4.5 .78 72.6 3 2.811 .32 .00 1.70 1.19 .14 2.81 1.32 .00 4.5 4.5 4.5 1.14 105.6 4 2.48` .41 .00 11.15 .19 .93 ? .00.00 .00 4.5 4.5 4.5 .78 72.6 ** *SLAB TWO-WAY PUNCHING SHEAR * ** COL VU VMAX V -PU V- TRAN,L VTRAN,R PU MU AC JC CL CR VLAM psi psi psi psi psi kips kip -ft sq in in *4 inches 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) 2 245.7 < 253.0 214.9 -30.8 30.8 60.8 11.2 333.0 22374.5 10.25 10.25 .4263 3 245.7 < 253.0 214.9 30.8 -30.8 60.8 -11.2 333.0 22374.5 10.25 10.25 .4263 4 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB Elapsed Time: 0 min 0 sec SAI: SLAW -.Flat Plate, Slab and Waffle Design *Version 1:61 - 01/29/1992 - C4.0 Copyright`(C) 1986 -1991, Structural Analysis, Inc. Boca Raton, FL 33432 (407) 394 -4257 User #930078 M A SUAREZ & ASSOCIATES INC MIAMI FL 33133 Input data filename: 4f1.2 DATE: 3 -13 -2001 TIME: 7 :56: 6 PROJECT: BARRY HOUSING FOUR STORY LONG ** *BASIC DATA * ** LAST CANT CODE ALT PIN SWAY MOMRED YES NO NO YES NO NO YES TYPE BMS FC FY FCT FV GAM TCOL BCOL ksi ksi psi ksi pcf feet feet 6 13 4.0 60. 316.2 60.0 145. 8.70 9.70 ** *SPAN DATA * ** BM SPAN B D BLFT BRT WLD COL. ST. feet feet in in in feet feet 2 13.5 12.0 6.0 .0 5.3 .0 6.00 3 16.3 12.0 6.0 5.3 6.0 .0 6.00 4 18.0 14.8 6.0 6.0 6.0 .0 7.40 5 17.7 14.8 6.0 6.0 6.0 .0 7.40 6 17.7 14.8 6.0 6.0 6.0 .0 7.40 7 17.7 14.8 6.0 6.0 6.0 .0 7.40 8 17.7 14.8 6.0 6.0 6.0 .0 7.40 9 17.7 14.8 6.0 6.0 6.0 .0 7.40 10 17.7 14.8 6.0 6.0 6.0 .0 7.40 11 18.0 14.8 6.0 6.0 4.0 .0 7.40 12 15.3 14.8 6.0 4.0 .0 .0 7.40 ** *COLUMN DATA * ** COL BTOP DTOP BBOT DBOT in in in in 1 .0 .0 .0 .0 2 .0 12.0 .0 12.0 3 16.0 12.0 16.0 12.0 4 16.0 12.0 16.0 12.0 5 16.0 12.0 16.0 12.0 6 16.0 12.0 16.0 12.0 7 16.0 12.0 16.0 12.0 8 16.0 12.0 16.0 12.0 9 16.0 12.0 16.0 12.0 10 16.0 12.0 16.0 12.0 11 24.0 8.0 24.0 8.0 12 .0 .0 .0 .0 * * *UNIF. LOADS * ** psf feet feet feet ' 'DL' , 25.0 12.0 .0 13.5 i DL ' 25.0 12.0 .0 16.3 2 LL 40.0 12.0 .0 13.5 3 LL 40.0 12.0 .0 16.3 ' 4 DL 25.0 14.8 .0 18.0 5 DL 25.0 14.8 .0 17.7 6 DL 25.0 14.8 .0 17.7 7 DL 25.0 14.8 .0 17.7 8 DL 25.0 14.8 .0 17.7 9 DL 25.0 14.8 .0 17.7 10 DL 25.0 14.8 .0 17.7 11 DL 25.0 14.8 .0 18.0 12 DL 25.0 14.8 .0 15.3 4 LL 40.0 14.8 .0 18,0 5 LL 40.0 14.8 .0 17.7 6 LL 40.0 14.8 .0 17.7 7 LL 40.0 14.8 .0 17.7 8 LL 40.0 14.8 .0 17.7 9 LL 40.0 14.8 .0 17.7 10 LL 40.0 14.8 .0 17.7 11 LL 40.0 14.8 .0 18.0 12 LL 40.0 14.8 .0 15,3 ** *CONC. LOADS * ** BM TYPE P LOC kips feet 2 LL .0 5.0 ** *FLAT SLAB, PLATE, WAFFLE DATA * ** (inches) WIDTH -E DEPTH -E WIDTH -S DEPTH -S 8.00 36.00 .00 .00 * ** THIS RUN IS FOR AN INTERIOR EQUIVALENT FRAME ** *EFFECTIVE COVER * ** (inches) BM LEFT MID RIGHT 2 1.00 1.00 1.00 3 1.00 1.00 1.00 4 1.00 1.00 1.00 5 1.00 1.00 1.00 6 1.00 1.00 1.00 7 1.00 1.00 1.00 8 1.00 1.00 1.00 9 1.00 1.00 1.00 10 1.00 1.00 1.00 11 1.00 1.00 1.00 12 1.00 1.00 1.00 ** *MOMENTS AND SHEARS * ** .ILI BM MLEFT MMID MRITE VLFT VRITE 2 .0 23.2 -37.7 8.76 12.41 3 -37.3 19.1 -45.0 11.98 12.80 4 -52.1 32.6 -59.9 16.53 17.31 5 -58.4 29.6 -56.5 16.83 16.60 6 -56.7 30.2 -57.1 16.70 16.74 7 -57.1 30.1 -57.0 16.72 16.71 8 -57.0 30.1 -57.0 16.72 16.72 9 -57.0 30.2 -57.0 16.72 16.72 10 -57.0 30.1 -57.4 16.72 16.75 -- • YV.V 12 -60.0 36.7 ** *COLUMN - RESULTS * ** •COL MAXP M -UP M -DN MINP MAXUP NAXDN D/T SIGK VTOP VBOT 6 kips kip -ft kips kip -ft kips kips 1 8.8 .0 .0 6.0 .0 .0 .71 .00 .0 .0 2 27.4 -.2 -.2 22.6 -2.9 -2.6 .71 .63 .5 .4 3 32.7 3.8 3.3 28.0 6.5 5.8 .71 1.49 1.2 .9 4 37.9 -.8 -.7 31.5 -4.8 -4.2 .71 1.40 .8 .7 5 37.0 .2 .1 30.6 4.1 3.6 .71 1.39 .7 .6 6 37.2 .0 .0 30.8 -4.0 -3.5 .71 1.39 .7 .6 7 37.2 .0 .0 30.8 4.0 3.5 .71 1.39 .7 .6 8 37.2 .0 .0 30.8 4.0 3.5 .71 1.39 .7 .6 9 37.2 .0 .0 30.7 -4.0 -3.6 .71 1.39 .7 .6 10 37.3 .2 .2 31.0 4.2 3.7 .71 1.40 .7 .6 11 38.5 .2 .1 32.1 2.8 2.5 .71 .58 .5 .4 12 12.2 .0 .0 8.3 .0 .0 .71 .00 .0 .0 ** *DEFLECTIONS * ** BM DEFL. (inches) 2 .06 3 .06 4 .11 5 .10 6 .10 7 .10 8 .10 9 .10 10 .10 11 .10 12 .11 ** *MIDDLE STRIP * ** .11.I £V.UV 11.21 * ** DESIGN MOMENTS * ** (kip -ft) .0 17.96 12.22 LEFT I< MID >I RITE SPAN POINT: 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 M -LEFT N -MID M -RITE BEAM NO. 2: GR WKG .00 9.30 -7.99 GR WKG .00 -1.81 -5.48 CO a: ULT .00 13.98 -11.93 COMB ULT .00 -2.80 -7.67 BEAM NO. 3: GR WKG -7.97 7.64 -9.63 GR WKG -5.31 -2.06 -6.43 CO ULT -11.94 11.63 -14.44 COMB ULT -7.44 -3.19 -9.00 BEAM NO. 4: GR WKG -10.97 13.05 -12.80 GR WKG -7.30 -1.56 -8.63 COMB ULT -16.44 19.70 -19.16 CO i: ULT -10.23 -2.49 -12.08 BEAM NO. 5: GR WKG -12.50 11.85 -12.03 GR WKG -8.37 -1.77 -7.97 - +^� - -+ - ae.IV aV.VJ COMB ULT -11.72 -2.80 -11.15 • BEAM NO. '6: GR WKG -12.09 12.09 -12.18 GR WKG -8.01 -1.51 -8.09 EOMB ULT -18.14 18.32 -18.27 COMB ULT -11.22 -2.42 -11.32 BEAM NO. 7: GR WIG -12.17 12.05 -12.15 GR WKG -8.08 -1.51 -8.06 COMB ULT -18.25 18.26 -18.23 COMB ULT -11.31 -2.43 -11.29 BEAM NO. 8: GR WKG -12.16 12.05 -12.16 GR WKG -8.07 -1.51 -8.07 COui; ULT -18.24 18.27 -18.24 COMB ULT -11.29 -2.42 -11.29 BEAM NO. 9: GR WKG -12.16 12.06 -12.16 GR WKG -8.07 -1.50 -8.06 COMB ULT -18.25 18.29 -18.24 COMB ULT -11.30 -2.42 -11.28 BEAM NO. 10: GR WKG -12.16 12.06 -12.24 GR WKG -8.05 -1.58 -8.11 COMB ULT -18.24 18.28 -18.37 COMB ULT -11.27 -2.54 -11.35 BEAM NO. 11: GR WIG -12.32 12.34 -13.49 GR WIG -8.15 -1.94 -9.23 COMB ULT -18.49 18.71 -20.16 COMB ULT -11.41 -3.07 -12.92 BEAM NO. 12: GR WIG -13.50 14.68 .00 GR WIG -9.35 -3.06 .00 COMB ULT -20.14 22.08 .00 COMB ULT -13.09 -4.74 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM SL UL REVL SM i UM REVM ASR UR REVR DL DM DR ASMIN WIDTH 2 .00 .00 .00 .63 .11 .12 .54 .09 .00 5.0 5.0 5.0 .78 72.0 3 .54 ;.09 .00 .52' .09 .14 .65 .11 .00 5.0 5.0 5.0 .78 72.0 4 ' .74 .10 .00 ! .89 .12 .11 .87 .12 .00 5.0 5.0 5.0 .96 88.8 5 .85 .11 .00 .81 .11 .12 .82 .11 .00 5.0 5.0 5.0 .96 88.8 6 .82 .11 .00' .83 .11 .11 .83 .11 .00 5.0 5.0 5.0 .96 88.8 7 ` .82 !.11 .00 .83 .11 .11; .82 .11 .00 5.0 5.0 5.0 .96 88.8 8 .82 .11 .00 - < .83. .11 .11 .82 .11 .00 5.0 5.0 5.0 .96 88.8 9 .82, .11 .00 .83' .11 .11 .82 .11 .00 5.0 5.0 5.0 .96 88.8 10 .82 .11 .00 .83' .11 .11.: .83 .11 .00 5.0 5.0 5.0 .96 88.8 11 ` .84" .11 .00 .85 .11 .14 .91 .12 .00 5.0 5.0 5.0 .96 88.8 12 .91 .12 .00 1.00 .14 .21 .00 .00 .00 5.0 5.0 5.0 .96 88.8 ** *COLUMN STRIP * ** LEFT (< MID >1 RITE SPAN POINT: 0.0 0.10.20.30.40.50.60.70.80.9 1.0 * ** DESIGN MOMENTS *** (kip -ft) M -LEFT M -MID M -RITE BEAM NO. 2: GR WKG .00 13.94 -23.97 GR WKG .00 -5.42 -16.43 COMB ULT .00 20.97 -35.79 COMB ULT .00 -8.39 -23.00 BEN! NO. 3: GR WKG -23.90 11.46 -28.90 GR WKG -15.94 -6.19 -19.29 COMB ULT -35.83 17.44 -43.31 COMB ULT -22.31 -9.56 -27.00 BENT NO. 4: GR WKG -32.90 19.58 -38.39 GR WKG -21.91 -4.67 -25.90 COMB ULT -49.32 29,56 -57.47 COMB ULT -30.68 -7.48 -36.25 BEAM NO. 5: GR WKG -37.49 17.78 -36.09 GR WKG -25.10 -5.31 -23.90 COMB ULT -56.18 26.97 -54.15 COMB ULT -35.15 -8.40 -33.46 BEAM 10. 6: GR WKG -36.27 18.13 -36.54 GR WKG -24.04 -4.53 -24.26 COMB ULT -54.41 27.48 -54.80 COMB ULT -33.65 -7.27 -33.96 BEAM NO. 7: GR WKG -36.50 18.07 -36.45 GR WKG -24.23 -4.53 -24.19 COMB ULT -54.75 27.39 -54.68 COMB ULT -33.92 -7.28 -33.86 BEAM NO. 8: GR WKG -36.47 18.08 -36.48 GR WKG -24.20 -4.52 -24.20 COMB ULT -54.71 27.41 -54.72 COMB ULT -33.88 -7.26 -33.88 BEAM N0. 9: GR WKG -36.49 18.09 -36.47 GR WKG -24.21 -4.51 -24.18 COMB ULT -54.74 27.43 -54.71 COMB ULT -33.89 -7.26 -33.85 BEAM NO. 10: GR WKG -36.47 18.08 -36.73 GR WKG -24.16 -4.75 -24.33 COMB ULT -54.72 27.42 -55.11 COMB ULT -33.82 -7.63 -34.06 BEAM NO. 11: GR WKG -36.97 18.51 -40.47 GR WKG -24.45 -5.81 -27.70 COMB ULT -55.48 28.07 -60.48 COMB ULT -34.22 -9.20 -38.77 VYUM UV. ♦4. GR WKG -40.49 22.01 .00 4}R WCG ' ' -28.04 -9.19 .00 COMB ULT , -60.41 33.12 .00 CO I; ULT -39.26 -14.22 .00 * ** REINFORCING STEEL * ** (square inches and inches) BM ASL UL REVL ASM UM REVM ASR UR REVR DL DM DR ASMIN 2 .00' .00 .00 .95 .16 .38 1.66 .28 .00 5.0 5.0 5.0 .78 3 1.66:.28 .00 .79 .13 .43 2.03 .34 .00 5.0 5.0 5.0 .78 4 2.30; .31 .00 1.35 .18 .33 2.70 .36 .00 5.0 5.0 5.0 .96 5, 2.64 .36 .00 1.23; .17 .38. 2.53 .34 .00 5.0 5.0 5.0 .96 6U 2.55 .34 .00 1.25 .17 .33 2.57 .35 .00 5.0 5.0 5.0 .96 7! 2.56 .35 .00 1.25 .17 .33 2.56 1.35 .00 5.0 5.0 5.0 .96 8j 2.56' .35 .00 .17 .32 2.56:.35 .00 5.0 5.0 5.0 .96 97, 2.56 .35 .00 1.25 .17 .32 2.56 .35 .00 5.0 5.0 5.0 .96 10 2,56 .35 .00, 1.25 .17 .34, 2.58 .35 .00 5.0 5.0 5.0 .96 11 2.60 ? .35 .00t 1.28 .17 .41; 2.85: .39 .00 5.0 5.0 5.0 .96 12 2.85f .38 .00 1.52 .21 .64 .001 .00 .00 5.0 5.0 5.0 .96 * *iSLAB TWO-WAY PUNCHING SHEAR * ** COL VU VMA% V -PU V- TRAN,L VTRAN,R psi psi psi psi psi 1 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN 2 187.4 < 253.0 143.2 44.1 -44.1 3 174.9 < 253.0 150.6 -24.3 24.3 4 179.2 < 253.0 174.3 4.9 -4.9 5 171.4 < 253.0 170.5 -1.0 6 171.2 < 253.0 171.2 .0 7 171.1 < 253.0 171.1 .0 8 171.2 < 253.0 171.2 .0 9 171.1 < 253.0 171.1 .0 10 173.2 < 253.0 171.9 -1.2 11 161.1 < 210.8 160.2 -.9 12 (COLUMN HAS ZERO DIMENSION, PUNCHING SHEAR CAN NOT BE CALCULATED.) End of SLAB Elapsed Time: 0 min 1 sec PU MU AC kips kip -ft sq in NOT BE CALCULATED.) 32.5 -9.2 267.0 WIDTH 72.0 72.0 88.8 88.8 88.8 88.8 88.8 88.8 88.8 88.8 88.8 JC CL CR VLAM in *4 inches 10000.8 8.50 8.50 .4000 48.6 10.6 380.0 19620.8 8.50 8.50 .3749 56.3 -2.1 380.0 19620.8 8.50 8.50 .3749 1.0 55.1 .4 380.0 19620.8 8.50 8.50 .3749 .0 55.3 .0 380.0 19620.8 8.50 8.50 .3749 .0 55.3 .0 380.0 19620.8 8.50 8.50 .3749 .0 55.3 .0 380.0 19620.8 8.50 8.50 .3749 .0 55.3 .0 380.0 19620.8 8.50 8.50 .3749 1.2 55.5 .5 380.0 19620.8 8.50 8.50 .3749 .9 57.2 .4 420.0 14354.2 6.50 6.50 .3086 i 1 1 AUG 50 ,2001 3:27PM GLASSTECH ENGINEERING INC 305 599 2730 M I A%11 -DADS ®. PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass L.C. 10200 NW 67 Street Tamarac FL 33321 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Medium Stile Aluminum Storefront Doors - Impact Resistant under Chapter 8 .of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Afplicant, along with Drawing No. W98 -73, Sheets 1 thru 5 of 5. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions o npage 3. This approval shall not be valid after the expiration date stated below. The - Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testng. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately., The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0529.05 au ' o . iguez Product Control Supervisor !THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. • Approved:10 /22/98 -1- Internet mail address: postmaster ®buildingeodeooline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 • Homepege: http : / /www.buildingcodeoaline.eom P.8 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Director Building Code Compliance Dept. Metropolitan Dade County AUG 30'2001 3:27PM GLASSTECH ENGINEERING INC 305 599 2730 Arch Aluminum & Glass L.C. ACCEPTANCE No.: 97- 0529.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2a- M Pro P. 9 OCT 92 t;t14a OCT 2 2 2001 1. SCOPE 1.1 This approves an aluminum outswing storefront door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. f 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 - 73, titled "Medium Stile Impact Alum. Entrance Door" Sheets . _1_through.5 of 5 dated 09/11/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval starnp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of . this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application{or building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this syste el ' erez, P.E. Prod s' ontrol Examiner Control Division FIUG 3J 2001 3 :27PM GLASSTECH ENGINEERING INC 305 599 2730 Arch Aluminum & Glass L.C. ACCEPTANCE No.: 97- 0529.05 a APPROVED EXPIRES p. 10 OCT 2 ? 1998 OCT 2 2 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed • and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 1 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirement's of this acceptance, including the correct installation of the product; to The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. . 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. - b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. f 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at I11 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. . Man eI Perez, P.E. Produ ontrol Examiner Pro Control Division END OF THIS ACCEPTANCE -3- 5 1 /1Y' AWL LEAF WIDTH LEAF ROTH TYPICAL ELEVATION ( O/XX ) TESTED UNIT LOCK OPTIONS; !AIL]SAY M8BS: ALL SINGLE LEAF DOORS TO BE FITTED %0TH 3 POINT LOCK »DDBLR LRaP DOOM /OWE LEAF: THREE POINT LOCK SYSTEM WITH 8 PLY HOOK LOCK BOLT ADAMS RITE NO 40t5 !t 4018. KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 34 FROM BOTIG 1 OF PANEL INACTIVE LEAF; TWO POINT LOCK SYSTEM ADAMS RITE N0. 1880 WIN THUMB TURN ON THE INTERIOR, LOCATED AT 34' FROM BOTTOM OF PANEL a 1/4. 1443. 0►- r EL . n tILU 1 1/4. STRRENVINENE0 .010 NIERLAYER MONSANTO POLNANN. SUM' I E MAT STROOTHENEO 74 1/Y MAIL ADD01OPlAL MOTOR FOR 0/WALLOONS NTO WOOD STRUCTURE OR - MKT 8800 SUCKS ON DOUBLE MORS NTH ToMY ( O/X ) 3 /Ir WASS NSW SUREN0INEMW .DSO NIERIAVBR maisavrD aauYNrL SUTYAYL HEAT M1 51RE N 3TH( 00 GLAZING DETAIL ODOR LEAF (O/x) (XX) MAX. DESIGN LOADS • t 80.0 PSF - 80.0 PSF THIS PRODUCT RATED FOR LARGE MISSILE IMPACT ' SHUTTERS NOT REQUIRED • SEE OCTAL C FOR ANCHOR 5 1/t • 3* 1/2' 4AIL •(x) DES: L TOWS sillucTuRE N moo) AS PER TIE 00VM FLOWN MAL01 O AS PER AsC0 3010 WW LOADS. MRIro L0Ad4 0. *000 RX415 RY 011m. MUST BE ANC140000 PROPOO.v TO 11iiW¢ER LOADS To 1104 slAuCTuRE. 3. ANCHORS SHALL SE AS LISTED. SPACED AS SIONN ON DETAOS, ANCHOR 0o1EDNENT TD *050 NATERULL. s1ML 00 woo MALL CRESSINC oa STUC[O_ . 4. ALL STEEL N CONTACT *1114 ALUTANI114 TO BE PLATED CM PA01100 • APkiNgt C04N.Ti s7T.x TEE SO y ROA BUt'0!•C CiEE qp DAT 1114 re) .:000 SU110140 0071 , C ?. LA',Q'E, OFE0E au3PTo. . 4'c•C411 ;sheet 1 of 5 ss %: r 1 ii : ;. -% ■ � a W 5 1 /1Y' AWL LEAF WIDTH LEAF ROTH TYPICAL ELEVATION ( O/XX ) TESTED UNIT LOCK OPTIONS; !AIL]SAY M8BS: ALL SINGLE LEAF DOORS TO BE FITTED %0TH 3 POINT LOCK »DDBLR LRaP DOOM /OWE LEAF: THREE POINT LOCK SYSTEM WITH 8 PLY HOOK LOCK BOLT ADAMS RITE NO 40t5 !t 4018. KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 34 FROM BOTIG 1 OF PANEL INACTIVE LEAF; TWO POINT LOCK SYSTEM ADAMS RITE N0. 1880 WIN THUMB TURN ON THE INTERIOR, LOCATED AT 34' FROM BOTTOM OF PANEL a 1/4. 1443. 0►- r EL . n tILU 1 1/4. STRRENVINENE0 .010 NIERLAYER MONSANTO POLNANN. SUM' I E MAT STROOTHENEO 74 1/Y MAIL ADD01OPlAL MOTOR FOR 0/WALLOONS NTO WOOD STRUCTURE OR - MKT 8800 SUCKS ON DOUBLE MORS NTH ToMY ( O/X ) 3 /Ir WASS NSW SUREN0INEMW .DSO NIERIAVBR maisavrD aauYNrL SUTYAYL HEAT M1 51RE N 3TH( 00 GLAZING DETAIL ODOR LEAF (O/x) (XX) MAX. DESIGN LOADS • t 80.0 PSF - 80.0 PSF THIS PRODUCT RATED FOR LARGE MISSILE IMPACT ' SHUTTERS NOT REQUIRED • SEE OCTAL C FOR ANCHOR 5 1/t • 3* 1/2' 4AIL •(x) DES: L TOWS sillucTuRE N moo) AS PER TIE 00VM FLOWN MAL01 O AS PER AsC0 3010 WW LOADS. MRIro L0Ad4 0. *000 RX415 RY 011m. MUST BE ANC140000 PROPOO.v TO 11iiW¢ER LOADS To 1104 slAuCTuRE. 3. ANCHORS SHALL SE AS LISTED. SPACED AS SIONN ON DETAOS, ANCHOR 0o1EDNENT TD *050 NATERULL. s1ML 00 woo MALL CRESSINC oa STUC[O_ . 4. ALL STEEL N CONTACT *1114 ALUTANI114 TO BE PLATED CM PA01100 • APkiNgt C04N.Ti s7T.x TEE SO y ROA BUt'0!•C CiEE qp DAT 1114 re) .:000 SU110140 0071 , C ?. LA',Q'E, OFE0E au3PTo. . 4'c•C411 ;sheet 1 of 5 N .-1 0_ 0 P7 O N 0 1 TYPICAL MSS - TWO 211 TYPICAL MOTS 'D • BUMPER THRESHOLD 6 NOON CLJIS ER IT 3 AT - - ODD O MJOct NTL STILE 2-V2. at TO =RS 1 1 t s�■ To wow TYPICAL *N013113- IXPICAL ANCHORS• raFV FaR sRetew A. INTO 2BY W000 BUCKS OR W000 STRUCTURE f 14 WS OR I/4• TAPCONS WTTH 1 - 1/2' MN. TOTAL EMBED. B. INTO 1BY W000 BUCKS OR INTO MASONRY 1/4' 0IA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY FRAME AND PANEL CORNERS, INSTALLATION SCREWS ANO ALL METAL PARTS CONNECTIONS SEALED WITH ALUMIMJM COLORED SEALANT 'OOTY CORNING 995? *000 BUCKS NOT BY ARCH ALUMINUM. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 6 AS C"+!'LW t1'U4 DIE 111$ • 5 99 ATCEPP :, 1 .G.T qh- I/4 MAX 4,6.6,9 • W98-73 fapt ON. I4�' MOM memo FIA. 79367 1/4- WJ tAIOVE3 AS tnvi "fl TN Tn SOWN - 77 .0•17 or • . Roo 11111 81111W7. ram CIRCE ACCFFIAtU us,.5_2-06 415 0 0 m N 0) 0) I1 V7 0 m U N FRF1i CORNER TF(RESHOLD CORNFR 12 X 5/e` MT KM THREAD GvrtMC Scads / 14 X 1 -1/2 115 • • • • i% OFFSET PIMOT HINGES OFFSET CAST ALUMINUM PNDT HINGES INTERNATIONAL OP -190 (AT EACH END) INTERMEDIATE CAST ALUMINUM HINGES / IP -1900 (AT MIDSPAN OF EACH LEAF) 9 / 12 RI SELF TAPPER; SOON 4 PER WU HINGE OPTION 4 -1/2' BRASS BUR HINGES HAGER ! 23439 7" FROM TOP CORNER 12' FROM BOTTOM CORNER ONE AT MIDSPAN tale D0. RAMER 114400 M 1. 25 cONcEAL.ED ALUM ROTON HMIGE CONTINUOUS ALUMINUM ROTTON HINGE HAGER / 780 -112 FASTENED TO FRAME JAMB AND TO JAMB STILE WITH (27) TOTAL SCREWS ON I/O DOORS WITH (25) TOTAL SCREWS ON 8/8 & 7/0 D00RSS OROS 13 2801TINC WRM 111E 50001 RIMS Cox • as mry m on wax cos cc . 3Ea� man= moll- Ka, 40 A - ' 8 , 98 -73 sheet 4 4a 5 Om HEAD & JANB 3.730 SHEAR BLOCK MASS STOP E►xED UTE .7411+ DOOR STOP f. -7.6s4 3.300 TOP RAIL .007 +127 r --3sla 1 Jli 9.643 LI ,1094 } ® ACTIVE SnLE } 5.500 +.094 -1.644+ BOTTOM RAIL .. .135 .300 4000 OO SADDLE THRESHOLD 123 9.500 EXT. GLASS STOP INT. GLASS STOP ® BUMPER THRESHOLD TT? RM. NU 1 a 3 AOA 3 4 3 ) WAVER TV" 053 H1AI • 9 t5 11 um nor Y 1149 950 LITE 13.307 STIP 5 13 /4 5 16 990 1040 511 N 331032 s -19 5-Ta It-61C 5011 IT r 19 1! 0t g 23 34 10.13 750.004 43 M 27 SS 29 30 31 M 33 9836 Amin 111075@ A 11-46 Na4 3903'1 3--155 V LWM 4/ LEAF 4/ LOAF AS 3101. AS 3301. 3 ) 1/ ECM STIP 4/ POKES LITE V FMK CI OEN 33 RW6 4/ LITE AS PEEP. V LW AS 5013 At 3101. AS SCOO. AS @COIL a/ L6IF V LEAT 1/ ACTIVE LEA V INACTIVE LEAF AS OM 3/ LEAF V LEAF 1/ Uvr V LU A3 AE05. o- SEM GLUING SCAC 6 8.1 3*171IGa 3.Aft ddor wow Guns STOP TAPE 2/2 1 1/09 SAOOK.E 9454431.5 *3 STOP VESSE -01 GASKET NEAR SACK 71PC q/2' R 1/09 TOTTEN RAIL 0 14 7I a' MAT If.A1 TAy1EV5 • 10 Y 3/4' FLAT IBA@ SCREWS SFTT513 NAM ASAS/JANI 3/a' MKAOES M5 VIM NUT KINIZ 911.3 ACTIVE 81.E 4 -I/2" x 4' PUTT 10113-31 MTON 1516 TOP 1 009011 08T317 -PIVOT 381 54433-14 031331 PIWT 4' 11138* 114950-0 615 Vurtoos 1apP1L NAN DM AT 42 -1./2' 3094 PRIOR PILL 14v101.E AT 43 V2' MI 109114 • 10 8 I -V4' FLAT NEAa stACV4 111M& 1013 -15 13 4007 -13 SILICONE (63-75 6043 -Ts 1013-9 51P117L No rAOa 4013 -T! 6003 -15 6663-9 MN WS Ma NAN H[i1 106346 6063-15 6063 -15 1063 -13 6$3 Y51n 6063 -13 006 }T4 #.511 ALLN ANTON my 0501616 A2O4 AL1AN MD1 ALEN MOH ALO3 MINN MOVERSAL RENNER MUM AaOT AUN I8TW ARCH N N AT ta• EC. TTP. SPACOIG AT 3' P00N =NMI 6 IP 0,1: u1Rva:AL NAMES 4204 AL1M ARCH ALUM ARCA AL1M *004 ALUM SCI EGEL INACTIVE STILE PEE yomentrounois 1.1551( S .5515 11501 WAN LAN INTL. 35151.035 8040 P00 ALLMAN owes D OCR 1LtN AT 3. FIEN 513523 1 04' ILC. iiergrFil 13 191081111/ '8111 1N[ 105H JIM N U01A9 CC9E 01I k6 0 - ,9$ BY ,/r1,1'r7r - 0191.0LS4 TA. SOUL VICE 01316E ACCIPIAE4 17. elCO.0s i MIAMI PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 1222.02 Expires:04/22/2002 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 2000 Aluminum Single Hung Windows - Non Impact & Impact Resistant under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid,after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04/22/1999 Internet mail address: postmaster@buildingcodeonline.com tsi 41' 1.44, rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com 1 Sunshine Windows Manufacturing. Inc. ACCEPTANCE No.: 98- 1222.02 APPROVED tOS Z 2 t399 EXPIRES APR 2 2 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2000 Aluminum Single Hung Window — Non - Impact & Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No SH98 -04, titled "Series 2000 Aluminum Single Hung Window" Sheets 1 through 5 of 5, dated 3/25/99, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size for the different window options, see "Comparative Analysis Chart" tables in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 Y 4 _ Manu Perez, P.E. Product raj' of Examiner ProduLt Control Division Sunshine Windows Manufacturing, Inc. Manuel Product END OF THIS ACCEPTANC 3 of 3 ACCEPTANCE No.: 98- 1222.02 APPROVED APR 2 2 1999 EXPIRES APR 2 2 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than.eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluafion of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last •age 3. L.: z, P.E. Product Contra ' xaminer ontro Division DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION SCHEDULE LIGHT DUTY MEDIUM DUTY HEAVY DUTY (W/ STEEL REINFORCEMENT) 3/16" TAPCONS 3/16 - ANNEALED GLASS 3/16 " - ANNEALED GLASS 1/4" -ANN. GLASS PER HEAD AND S L PER JAbID DSB-ANN. GLASS 3/16' ANN. GLASS 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4' TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. I NT. EXT. I NT. EXT. I NT. EXT. I NT. EXT. I NT. EXT. I NT. EXT. I NT. 191/8' 28' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.3 122.5 98.0 184.8 2 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 -- 37 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 53 1 /e' 4 60.7 67.5 60:7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0 122.5 98.0 184.8 191/3' 35 3/r 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 281/2" 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 7- 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5 98.0 • 184.8 53 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 19 50 5 /8' 2 . 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 - 3 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 1/8' 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 19 1/8" i� 2 L J 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2' 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 ---' 3 ' l 3 \_ 601 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1 /e' 4 41.3 41.3 46.7 46.7 70.0 70.0 - 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 19 1/5' 74 1/4' 2 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 28 1/2' 2 5 60.7 67.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 37' . 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 RAsED TEST SIZE- 53+;10: MIL-18143 83' (7-12-94 ER) TEST LOADS- - 70.0 PSF DESIGN LOADS +46.7 -48.7 PSF MTER INFILTRATION TEST- 9.1 PSF TESTED GLASS- DS5 ANNEALED TE 531 /S' X 933 (7-14 V - R 9 ) TEST LOADS +105.0 - 105.0 PSF DESIGN LOADS- +70.0 -70.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED GLASS 3/18' ANNEALED 53 /8'X883' (1 7-12-94 ) +158.0 -158.0 PSF LOADS* +98.0 -104.0 PSF INFILTRATION TEST- 14.7 PSF CLAM- 3/18' ANNEALED TE SIZE TEST TEST LOADS- DESIGN WATER TESTED 0 U 0 CD Z U HEAD ANCHORS SEE CHART 21" MAX. '1 11 JL JL i I r , 11 I 11 I II II 11 I1 11 11 II II II 11 II II " 24 MAX. WINDOW WIDTH SILL. ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNT1NS (SURFACE APPUED) MAY BE USED FRANCISCO HERNANDEZ FL PE# 51393 6" MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT tiAL 19 BY �/.I!��! - - PROD:;'• CONTROL Di: S•0N • BUILDI LOt COMPL AI.CE OFFICE AZIrcITANCE NO c -' Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlai.ah, Fonda 33012 Ph: P05)354-9952 Fax:303))882233 -5118 ad Q , a` - i &W c <rCN l N o:a risf2 .2:11 v Drawn B JN Dot.: 3 -25 -99 Seals: 1 /2 " =1 R.vision: %vision: DRAWING NO. SH98 -04 SHEET 1 OF 5 WINDOW HEIGHT DESIGN PRESSURE CHART - PSF SEFUES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE CLUS FOR LIGHT, MEDIUM WINDOWS AND HEAVY DUTY HURRICANE PROTECTION IS REQUIRED IMPACT RESISTANT ran INSTALL/C=4 30 FL alt MORE ABOVE GRADE LEVEL STANDARD SILL 3" HIGH SILL 3/16" TAPCON PER ED3AD AND SILL PER JAMB 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS '• ANDARD SILL 3" HID** SILL WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 191/6' 26' 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 66.7 75.0 75.0 75.0 261 /2• 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 66.7 75.0 75.0 75.0 531/6' 4 66.7 113.1 86.7 154.0 75.0 113.1 75.0 154.0 66.7 75.0 75.0 75.0 191/6' 3/s• 2 4 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 66.7 75.0 75.0 75.0 281/2' 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 66.7 75.0 75.0 75.0 531/6' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 66.7 75.0 75.0 75.0 19 1/8' so 5/s 2 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 66.7 75.0 75.0 75.0 26 1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 66.7 75.0 75.0 75.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 66.7 75.0 75.0 75.0 531/8' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 66.7 75.0 75.0 75.0 191/8' • 2 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 66.7 75.0 75.0 75.0 20 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 66.7 75.0 75.0 75.0 3 66.7 107.5 66.7 W 5.• •' 5.0 155.4 66.7 75.0 75.0 75.0 ; 531/x" 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 66.7 75.0 75.0 75.0 191/8' 741/4 2 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 66.7 75.0 75.0 75.0 261/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 66.7 75.0 75.0 75.0 37" 3 66.7 85.8 66.7 155.0 75.0 85.8 75.0 155.0 66.7 75.0 75.0 75.0 531 /8' 4 66.7 69.8 66.7 75.0 69.8 69.8 75.0 75.0 66.7 69.8 69.8 69.8 BASED ON FrL -1837 DATED 11 -19 -97 TEST SIZE= 53 1/8" X 74 1/4' (1 OVER 1) TEST LOADS- +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WfTH STD. SILL 11.3 PSF WITH 3" HIGH SILL TESTED GLASS= 1/4" TEMPERED 6' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT aPgAL BY 774M .. :� PRODU" C3, TkOL D:Y:S.ON . BUILD : .0 CODE COMPILANCE OFFICE ACCEPTANCE NO A_ - 1 Vol - l HEAD ANCHORS SEE CHART 14 MAX. 1 1 11 11 11 11 11 1/4' #MPEREDIIGLASS J 11-- - - - --- fi 11 11 II 4 Ii fi fi fi 11 11 II fi fi II - WINDOW WIDTH 4mAx1 SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED FRANCISCO HERNANDEZ FL. PE,# 51393 i Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Racy NNaiad% Florida 33012 Ph: 00s)394 -9952 Foz )528 -511 cid a , F ea N u z rx2w._. 12 1 Drown By: J N pets: 3 -25 -99 Seale: 1/2“=1' Revlelon: Rev?eion: DRAWING NC. SH98 -04 SHEET 2 0F5 nut* PART 9 ®QD. D®C EPTICIN MATERIAL 1 SW -014 1 FRAME HEAD 6083 —T5 2 SW -52101 1 FRAME SILL 8083 —T5 4 SW -015 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 8063 —T5 8 SW -43355 1 SASH BOTTOM RAIL 8063 —T5 7 SW -40771 1 3' RISER 6063 —T5 9 SW —AS 14 ASSEMBLY SCREWS O 8X1' PH PHILLIP CRS 11 SW -867 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS ROD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 8063 —T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL • 18 SW -013 1 FRAME SILL/3' RISER 8063 —T5 19 SW -40770 1 BOTTOM RAIL/3'RISER 6063 —T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6063 —T5 . '. • r • v l ) • d!. • • •f • LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: • INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/16' OR 1/4' TAPCONS WITH 1 1/2' MIN. PENETRATION INTO WOOD INTO 1BY WOOD BUCKS OR INTO MASONRY 3/16' OR 1/4' TAPCONS WITH 1 1/4' MIN. EMBED. INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR LATCH OPTION sta 3/4' X 3/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY 2' SILL LATCH • TYPICAL ANCHORS SEE ELEVATION FOR SPACING IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED FOR INSTALLATION 30 FT. OR MORE ABOVE GRADE LEVEL USING 1/4" TEMPERED GLASS. 19 1/2' WEEP SLOTS AT EACH END WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 4 5/8' X 5/8' STEEL BAR USED AT HEAVY DUTY WINDOW ONLY 2 m iA MEDIUM AND HEAVY DUTY 1/2' WEEP SLOTS AT EACH END tvYN • •' -•• • £ b v Adam. r.1ka.a°arr ►i+Li. r oar. v j APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUU.DING CODE OAT PR %7 DU B L ' • ODE COMPLIANCE OF PRO BUI ACCEPTANCE NO. - 'L'Z CONTROL DIV;S:ON i 2 al Prl 1 BY OR 2 BY WOOD BUCK 2' SILL LATCH 13 1/2' WEEP SLOTS AT EACH END 1 BY OR2BY WOOD BUCK LIGHT DUTY MEDIUM AND HEAVY DUTY FRANCISCO HERNANDEZ FL. PEA 51393 t Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow Hfalsah. Ronda 33012 Ph: 13055)384 -9852 Fax:(305)828 -5118 crl I4 Fa) 43 c c ..a ^ N 0z ... 112 :11 Drawn JN Dot.: 3 -25 - 99 Seals: 1 /2 =1 " Rsdslon: Review: DRAWING NO. SH98 -04 SHEET 30F5 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Maleah, Florida 33012 Ph: (305)364 -9952 Fo :•(305)828 -5118 FBAN ISCO HERNANDEZ P. & Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 266 8670 Fax (305) 266 3427 SERIES 2000 ALUMINUM DESCMIPI1ON Drawn o JN mew 3 -25 -99 sec* 1 /2' =1 Revision: Revision: 6063 -T5 DRAWING N0. SH98 -04 SHEET 40F5 ITEM* PART 8 s DESCMIPI1ON MATERIAL SW -011 2 FRAME JAMB 6063 -T5 SW -012 2 SASH SIDE RAIL 8063 -T5 i SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS ROD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW -540 '2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL BY OR 2 BY WOOD BUCK WINDOW WIDTH HORIZONTAL SECTION 3/8- MAX. SHIMS MATERIAL LIST (HORIZONTAL SECTION) • • • • • - • TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING r 2.127 T 0.062 L 0.887 ��-- 2.078 --{ f FRAME SILL SW -52101 6063 -T5 2.314 - l--- • 2.062 -1 11L .......J J l !{ 0.050 FRAME HEAD SW -014 6063 -T5 2.750 h-- - 1.890 -� 1.000 SASH BOTTOM RAIL SW -43355 6063 -T5 0.812 0.082 J :7 E--- 0.394 0.395 -T 0.750 GLAZING STOP SW -018 6063 -T5 -•I 0.937 (••- 0.050 2.000 - 1 2.375 FRAME JAMB SW -011 6063 -T5 1 1.250 0.687 2.077 ---- -1 FRAME SILL SW -013 6063 -T5 i L 1.750 2.125 -1 0.812 r MEETING RAIL SW -015 6063 -T5 1.250 l_ 1.625 i SASH BOTTOM RAIL SW -40770 6063-15 1- 1.625 -*-1 0.050 1.875 •--I 0.812 SASH TOP RAIL SW -017 6063 -T5 1.043 T= 1.059 0.094 LATCH BOTTON RAIL SW -43353 6083 -T5 SILL RISER SW -40771 6063 -T5 APPRO D AS COMPLYING WITH THE SOUTH tORIOA BUILDING CODE AeCt BY PRODU'' Roo DIV!S!ON BWLOIN CODE COMPLIANCE 0 E ACCEPTAI CE N0. c `6- t 1 - 3 - 1 - • o'L• FRANCIS** HERNANDEZ FL. PE# 51393 num. PART• REAM. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW52101 1 FRAME SILL 6063 -T5 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6063 -T5 8 SW43355 1 SASH BOTTOM RAIL 6063 -T5 7 SW8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 -T5 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1" PH PHIWP CRS 10 5W8202A 4/VENT FACE GUIDES NYLON . 11 SW43352 2/VENT LATCH 6063 -T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SIUCONE DC- 795/SM -5731 15 SW •018 AS RQD GLAZING BEAD 6063 -T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 26 1/2 3 37 4 Alkilefik wl1 i TI )A BUILDING CODE WINDOW HEIGHT I p 26 3 38 3/8 4 50 5/8 5 63 6 73 3/4 8 • _ . • TYPICAL ANCHORS • • q • 4 4 • : VERTICAL SECTION DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT - �+ =,A • ArIT TImvinnW _ MATERIAL LIST GLAZING: GLASS OPTIONS: A) 3/8 OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/8 HEAT STRENTHENED GLASS WITH AN 0.010" INTERLAYER FUN, GLASSLAM SAFETY PLUS AND A 3 8 WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EAC SIDE OF FILM AT PERIMETER EDGE. B) 3/8 OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8 HEAT STRENTHENED GLASS WITH AN 0.090" INTERLAYER FILM. DUPONT WITH BUTALITE. METHOD: INTERIOR GLAZED WITH 3/8 GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4 PHSMS PER BEAD. 1 BY OR 2 BY WOOD BUCK . WINDOW WIDTH HORIZONTAL SECTION • APPROVED .SIUTH FLOR ,BY • ?RQD T C' =TROT DIVISION BUILD CODE COMPLIANCE OFFICE ACCEPTANCE NO.4- 11L%.1. ANCHORS: INTO 2BY WOOD BUCKS 3/16 TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16 TAPCONS WITH 1 HEAD ANCHORS SEE CHART_ 14" MAX. LA1 II it li 11 IMPACT GLA §S it H 11 B 11 II 11 it II IMPACT GLApS — JL__ JL__—_ = /!1► 11 11 1 4' - --� 14' MAX. 4' FALSE MUNTINS (SURFACE APPLIED) WINDOW WIDTH MAY BE USED SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 TEST BASED SIZE = 53 1 /' 8 X 3/4 8-4-98 " (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 —90.0 PSF HURRICANE REESLSTANT SHUTTERS AIM NOT REQUIRED OR WOOD STUCTURE 1/2 MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4 MIN. EMBEDMENT INTO MASONRY. FRANCISCO HERNANDEZ Q:A; C1 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plooa Hialeah, Florida 33012 Ph: (305)384-9952 Fax: 305 828 -5118 riT4 0 Drawn or J N Dab: 3 -25 -99 scale 1/2"=1 Ravlelon: Romblon: DRAWING NO. SH98 -04 SHEET 5 OF 5 JAMB ANCHORS SEE CHART WINDOW HEIGHT HOLLOW �w,��Ai. Il �,��o IIMMA O'1b11 INSTALLATION AND STORAGE OF HOLLOW METAL DOORS AND FRAMES The proper performance of most manufactured building products depends not only on how they are 'made but how they are put in place. This is particularly true of hollow metal doors and frames. Any one ac- quainted with building construction knows that the in- ' stallation of doors and frames is an operation demand- ing care and skill, if the doors are to operate properly. Care in manufacturing does not, in itself, guarantee satisfactory performance. Even the best designed and most carefully made frames and doors, if improperly in- stalled, will not function properly. As a rule, the contractural obligations of the hollow metal manufacturer do not include the installation of his products in the building, but only their delivery, in good condition and when needed, at the building site. Installa- tion work is usually done by carpenters, but in some areas the ironworkers may have jurisdiction. For obvious reasons, however, the hollow metal manufacturer is greatly concerned that his work is prop- erly handled and protected after delivery, and that the necessary care and skills are exercised in the setting of frames and hanging of doors. Needless to say, the ar- chitect too is concerned that this critical phase of the work is properly executed. Frames out of true alignment and doors not operating properly are deficiencies that can not be tolerated. It is important to all concerned, therefore, that attention be given to the essential re- quirements of good practice in field installation work. Delivery and Recehring of Material Hollow metal work is fabricated in accord with the shop drawings approved by the architect or engineer. Preparation for hardware or other items to be supplied by others is provided in accord with the information fur- nished to the* hollow metal manufacturer by the hard- ware supplier or by those other suppliers or trades with whom he is required to coordinate his work. Should any material be damaged in shipment, claims should immediately be filed by the General' Contractor, who should notify the delivering carrier's regional office by telephone or in writing, requesting inspection of the damaged material. If desired, the hollow metal manu- facturer will cooperate by furnishing copies of shipping papers to help expedite the claim. If a claim is to be made for any error or deficiency in the hollow metal work itself, it is imperative that the manufacturer be so notified in writing before initiating any corrective work in the field. Most member com- panies of the Hollow Metal Manufacturers Association Division of NAAMM have their own field representatives who are qualified not only to do expert repair work but to determine whether the fault lies with the manufacturer or with some other party. On -Site Storage Improper storage of hollow metal work at the con- struction site often results in deterioration of the primer coat of paint. Such deterioration is a continuing source of aggravation to all concerned. Corrosion engineers are still faced with the difficult problem of total protection of steel under conditions of partial immersion. With respect to prime- coated sheet steel, "partial immersion" Is defined as exposure to the elements, storage In high - humidity areas and/or damp wrappings. Even in marine applications, where multi - coat finish is as thick as 8 mils, protection against corro- sion is a constant problem. Particular attention must therefore be given to steel products having only a shop coat of paint, if corrosion is to be avoided. Because the protective shop coat must be porous to properly receive and hold top coats, water or moisture in contact with prime - coated steel will seep through to the steel by capillary action. An electrolytic action then follows, resulting in corrosion and causing the paint film to lose adhesion. The presence of oxygen at the water -air interface behind the loosened paint film accelerates corrosive action and further prime coat deterioration. Even when hot -dip galvanizing is used to provide a corrosion resistant base coat on steel, manufacturers of hollow metal doors have found that one week of product exposure to water be- cause of improper storage can be equivalent to at least a year of outdoor exposure to the elements. It is imperative, therefore, that those parties who are responsible for the storage of primed hollow metal work at the job site be carefully instructed as to proper storage procedures, and that these instructions be rigid- ly enforced. All ferrous metal products should be stored where they are least likely to be exposed to contact with water. This is particularly true of products such as doors, which have large flat surfaces on which water may col- lect if they are stacked horizontally. Care must be exercised also, of course, to protect products against physical damage or disfigurement. Pre - assembled door frames, because they tend to be cumbersome and awkward items to handle, are suscep- tible to damage. They should always be stored in an upright position on a flat, dry surface, preferably in groups of no more than five units. Small groups not only minimize the likelihood of damage due to excess hand- ling, but also facilitate selection from the group for in- stallation. In the case of multi - opening frames, no more than three units should be stored in a group, to avoid serious racking or other damage to the bottom -most frame. If a protected storage area is not available within the building structure when the material is delivered it can, if necessary, be stored out of doors on planking and cov- ered with plastic sheeting. In such case, however, it is essential that ample air circulation be provided between units, under the covering. Otherwise condensation will ' quickly deteriorate the finish, causing corrosion. To summarize, the following procedures should always be observed in storing hollow metal doors and frames at the job site: 1. Store all materials in a dry area, under cover; 2. Place all material on planking or blocking, at least 4" off of ground, 2" off of a paved area or floor slab; 3. Do not stack material flat; store doors and frames in an upright position with heads uppermost; 4. Place no more than 5 single - opening frames or 3 multi - opening frames in a group; 5. Provide, by means of wood strips, a space of at least IA " between all units, to permit air circulation be- tween them, and 6. Do not permit cardboard or paper containers or wrappings to become wet. If this should occur, remove them immediately. Installation of Pre-set Welded Frames Three -sided welded door frames are checked at the factory to insure that they are square and that no jamb twists have occurred during their fabrication. Spreader bars are then attached to the jamb bases to minimize misalignment or other damage during shipment, and the frames are loaded on the carrier by personnel ex- perienced in frame packing. In spite of these precau- tions, however, the frames can, and sometimes do, ar- rive at the job site with minor alignment deviations. In such cases the procedures previously recommended under "Delivery and Receiving of Material" should be followed. Most minor- deviations from true form and alignment can readily be corrected during installation if the General Contractor will see that the following pro- cedures are followed: 1. Use some type of triangular supporting and bracing device that will securely hold the frame in the exact location and alignment required. Usually such brac- ing is made of wood, as shown in Figure 1. However, metal "jacks" or supporters, designed - specifically for this purpose are commercially available, and their use is recommended. 2. Use temporary wood spreaders, not less than 3 A " thick and cut to accurate dimension, at mid - height and sill (see Figure 2), removing the steel spreader at the floor. 3. Check the frame for squareness and alignment 2 2 x 4 braces blocking fastened to floor braces notched to fit frame RGURE 4 WOOD BRACING SYSTEM ELEVATION PLAN FIGURE 2 USE OF WOOD SPREADERS (Figure 3), then secure floor anchors to the floor slab. 4. Protecting the frame from accidental abuse, build walls to the frame, making sure that its proper align- ment is maintained. 5. After frame is permanently built into the wall, with all anchors properly installed, remove the wood spreaders. ELEVATION level level SECTION SECTION A -A FIGURE 3 PLUMBING AND SQUARING OF FRAME Jamb Anchors: As shown on page 3 of HMMA 820, Hollow Metal Frames, a variety of jamb wall anchors is available for the various types of wall construction. Those . most commonly used include three types of masonry construction, two types for metal stud con- struction, two for wood stud construction and one for solid plaster construction. HMMA specifications require that the number of anchors used on each jamb, in all cases, be as follows: for openings up to 7'6" in height — 3 anchors, opposite hinges for openings 7'6" to 8'0" in height — 4 anchors for openings over 8'0" in height — 1 anchor for each 2' of height or fraction thereof. a) Masonry Anchors: The adjustable strap- and -stir- rup type is normally used on custom frames and is ap- proved for use on U.L. labeled frames. The stirrup or "yoke" is spot welded to the back of the jamb soffit. It is critically important, as stated above, that one anchor be placed near the top of each jamb, another near the bot- tom. This type of anchor can be used in either masonry or poured concrete construction and provides sufficient adjustment for masonry coursing as well as access for full grouting of jambs. The T strap anchor provides total adjustability, and is normally made to fit a particular type of frame profile. Because these anchors are loose items, shipped separately, they may be misplaced at the job site. More importantly, careless masonry contractors may install too few, may not space them correctly or may even leave them all at the bottom of the jamb, with the result that secure anchorage of the full jamb height is not pro- vided. For these reasons this anchor is not approved for use on U.L. labeled frames. The wire loop anchor is universally adaptable to various frame depths and profiles, facilitates grouting and is the simplest to manufacture. It is a type widely used by the standard frame industry. However, being totally adjustable and a separately shipped item, this an- chor has the same potential faults of unreliability as the T strap anchor and is not approved for use with labeled frames. b) Steel Stud Anchors: The channel stud anchor, when spot welded to the back of the jamb, as is the usual practice with custom frames, meets the U.L. require- ments for labeled frames. Manufacturers of standard frames, however, often use an anchor of similar design that is not attached to the frame but is a loose member, totally adjustable. Such anchors, like other loose an- chors, cannot be relied upon for continuous firm an- chorage and are therefore not approved for labeled frames. The truss type, or wire stud anchor is also approved for labeled frames only when spot welded to the frame. It may be made to the customer's specifications or may be applied with groove cutouts to accommodate various stud depths. Attachment -to studs is accomplished by short lengths of wire passed through holes in the anchor and around stud members and twisted tight: c) Wood Stud Anchors: Both types of wood stud an- chor shown are spot welded to the back of the jamb. As indicated on the details, only one of these types is ap- proved by U.L. for use on labeled frames. d) Solid Plaster Anchor: This anchor, also spot welded to the frame, has a pronged projection which engages and is wired to the channel stud of a metal lath core or to the gypsum board core of the partition. Floor Anchors: The standard floor anchor is spot welded to the foot of the frame and, if firmly secured to the floor by.proper fasteners:provides solid anchorage for the base of each jamb. However, as it does not pro- vide for adjustability, shimming must be used if the is not level. This type of anchor cannot be used In prepared openings or on KD dry-wall frames. The adjustable floor anchor is designed for use where there are significant irregularities from level, or an intended slope in the floor. Like the standard anchor, it cannot be used in prepared openings or on KD dry-wall frames. Backpainting and Grouting of Frames: When the frames are to be fully grouted, or when temperature con- ditions necessitate the use of anti- freezing agents in 4 SQUARENESS parallel to wall plan e ALIGNMENT parallel lines TWIST - -- plaster or mortar, the inside of the frames must be coated with a bituminous water resistant paint by the contractor responsible for installation. Rubber Silencers: Proper hardware preparations in the door and frame assume a X6 space between the door face and the frame stop. This clearance must be filled with either a silencer or with weatherstripping designed to fill the space. To insure that these items are clean and undamaged when installation is complete, they are usually installed after the field painting is done, either by adhesion or by insertion into holes provided in the frame. When frames are built into masonry construc- tion, such holes must either be protected, to prevent their being filled with grout, or may have to be reamed out later. Installation Tolerances: The maximum tolerances that should be permitted in respect to squareness, plumb - ness, alignment and twist of the installed frame are shown in Figure 4. Installation of Welded Frames in Prepared Openings Masonry openings that are to receive preassembled welded frames must be accurately constructed. They should be t/2 " wider than the overall frame width and 1/4 " higher than the overall frame height above the finished floor, to provide a '/4 " clearance on all sides, and the jambs must be plumb within a maximum tolerance of 1 / 8 ". 1 -t— 'fte" % FIGURE 4 FRAME INSTALLATION TOLERANCES PLUMBNESS head hinge or strike jamb plumb line floor Anchorage: As shown on page 3 of HMMA 820, Hollow Metal Frames, the frame may be anchored directly to the . masonry by several methods, using . flat head machine screws into expansion shields, or it may be at- tached to a pre -set rough buck anchored to the masonry in the same way. In either case, four anchors should be used on each jamb for doors up to and including 7'6" in . height, five on each jamb for higher doors. Installation of Knocked -Down Frames "Knocked- down" or "KD" frames are those which are shipped as disassembled members, for assembly at the job site. Such frames may be designed to be either 1) assembled and set in place, like a welded frame, before the wall is built around them, or 2) assembled within a prepared opening in dry wall construction (a dry-wall frame). For the latter purpose only a KD frame, of course, can be used. . The obvious advantages of the knocked -down frame are that it is easier to pack for shipment and requires less.shipping space than a preassembled frame. Such frames, however, place much greater responsibility on the installer, who must assemble them and make sure that, in spite of job conditions, they are square and in true alignment. Some frames of this type use screw or bolt fasteners in their assembly, and these may be lost in shipment or at the job site. In general, therefore, KD frames are not recommended for doors wider than 3'6" or weighing more than 100 pounds. Drywall frames are anchored only by stud straps at the bottom and pressure screws at the top, and conse- quently do not provide the stability of a preset welded frame. Their alignment necessarily depends on the ac- curacy with which the prepared opening is constructed. The wall studs must be carefully placed at the proper distance from the frame soffit to insure that the top com- pression screws force a tight fit in the wall opening. Installation of a knocked -down dry-wall frame re- quires that the three members of the frame be put in place one by one, in proper sequence. As illustrated on page 5 of the HMMA 820, Hollow Metal Frames, either the head member may be slotted at its ends to receive tabs on the jamb members or the jamb members may be slotted to receive tabs at the ends of the head member. In the first case, the head member is first slipped into position and the tabs on each jamb member in turn are then engaged and the jambs are rotated into position; in the latter, the hinge jamb is first placed on the wall, the tabs at one end of the head are inserted in the jamb slots, the head is positioned, and then the top end of the strike jamb is engaged and that member is tilted into position. After the three members are assembled, engaging the wall, the compression lugs near the tops of the jambs are adjusted until the fit is snug, the jambs are plumbed, and the anchor straps at the floor are fastened in place. Hanging of Doots It is the responsibility of the installer to hang all doors 1 1 „......„..„...., t , 0 1 ,0„,,______ a,,, k shim A l l S hinge jamb shim B hinge reinforcement Using shim A only, door will be relocated in direc- tion of arrow S. Using shim B only, both door and centerline of hinge barrel will move in direction of arrow S. Using both shims A and B will move the door fur- ther in direction of arrow S than by using either A or B alone, and hinge barrel will be relocated Just as by using B alone. hinge reinforcement FIGURE 5 USE OF HINGE SHIMS TO ADJUST DOOR CLEARANCE and install all hardware. Holes for the mounting of template hardware are drilled and tapped at the factory. This is not true, however, of preparations for surface mounted items. The drilling and tapping of holes for mounting such items is the responsibility of the installer. Experienced craftsmanship and care are essential in the hanging of metal doors. The use of hinge shims, as il- lustrated in Figure 5, is normally a requirement, to pro- vide uniform clearance around the door and alleviate "hinge bind,” especially if a frame has been racked dur- ing shipment, handling or installation. The door -to -frame clearance adjustment toward the strike jamb (in the direction of arrow S) can be ac- complished by placing a shim or shims under the hinge leaf or leaves along the barrel edge of the hinge. Adjust- ment toward the hinge jamb (in the direction of arrow H) can be done by placing a shim or shims under the outer edge of the hinge leaf or leaves. The following edge clearances are recommended by the Hollow Metal Manufacturers Association Division of NAAMM: Between doors and frames, at head and jambs: %" At door sills where no threshold is used: %" max. At door sills where threshold is used: 3 4 " max. above finished. floor* Between edges of pairs of doors: %# *Finished floor is defined as the top surface of the floor, except when resilient tile or carpet is used, when ft is the top of the concrete slab. Where the carpet is more than 1 ° thick, allow 1 /a " clearance. Shims are 1 /4 wide by length equal to hinge height $ 0 -_ i \ i $ 1 $ $ shim D Using shim C only, door will be relocated in direc- tion of arrow H. Using shim D only will move both door and centerline of hinge barrel in direction of arrow H. Using both shims C and D will move the door fur- ther in direction of arrow H than by using either C or D alone, and hinge barrel will be relocated just as by using D alone. 5 Care After Installation Doors installed prior to completion of construction may be subjected to damage from other trades because of improper protection or carelessness on the part of construction workers. Primed or painted surfaces of doors and frames may be scratched or otherwise tnarred. When this occurs the surfaces should be promptly cleaned and touched up with a rust inhibitive primer. Acid washing of masonry construction adjacent to a `door and frame installation can damage the primer coat 6 on the steel surfaces. If not cleaned immediately rusting of the surfaces will occur. Following exposure to an acid washing all primed or painted steel surfaces must be thoroughly rinsed with particular attention being given to hidden areas such as those areas under glazing stops. Damage which occurs following installation is not the fault of the manufacturer or installer. Protection against such damage is the responsibility of the General Con- tractor. DISCLAIMER This manual was developed by representative members of the Hollow Metal Manufacturers Association Division (HMMA) of the National Association of Ar- chitectural Metal Manufacturers (NAAMM) to provide information and guidance on installation and storage of hollow metal doors and frames. This manual contains advisory information only and is published as a public service by NAAMM and its HMMA Division. NAAMM AND ITS HMMA DIVISION DISCLAIM ALL LIABILITY OF ANY KIND FOR THE USE, APPLICATION OR ADAPTATION OF MATERIAL PUBLISHED IN THIS MANUAL. - National Association of Architectural Metal Manufacturers 11 South LaSalle Street • Chicago, Illinois 60603 • 1- 312 -201 -0101 Copyright © 1977, 1987 By National Association of Architectural Metal Manufacturers All Rights Reserved 8 MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Quality Engineered Products Co., Inc. 4506 Quality Lane P. O. Box 22213 Tampa ,FL 33622 Your application for Notice of Acceptance (NOA) of: Series Flush Outswing Commercial Steel Doors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0705.11 EXPIRES: 03/25/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. _ APPROVED: 01/25/2001 Us \notice acceptance cover page.doc Internet mail address: postmaster (u�buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION • (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305)372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Quality Engineered Products Co. Inc. ACCEPTANCE No.: 00- 0705.11 1. SCOPE 1.1 . This revises Notice of Acceptance No. 97- 1023.06, which was issued on 03- 25- 1999, It approves a commercial steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Flush Outswing Commercial Steel Doors- Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No Q02, "16Ga Outswing Commercial Steel Door", Sheets 1 through 6 of 6, dated 10/20/97 and latest revised on 01- 02 -200I, prepared by the manufacturer, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APPROVED • 4. INSTALLATION 4.1 The commercial steel approved drawings. 4.2 Hurricane protection protection system. JAN 2 5 2001 EXPIRES : March 25, 2002 3. LIMITATIONS 3.1 This approval applies to single unit applications of single or pair of doors. Single door units shall include all components described in the active leaf of this approval • doors and its components shall be installed in strict compliance with the system (shutters): the installation of this unit will not require a hurricane 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 • Quality Engineered Products Co. Inc. ACCEPTANCE No.: 00- 0705.11 APPROVED JAN 2 5 2001 EXPIRES : March 25, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The-product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of' Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. s4c, . Ishaq L Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 �IVI 1 A M I DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Quality Engineered Products Co., Inc. 4506 Quality Lane P. O. Box 22213 Tampa ,FL 33622 Your application for Notice of Acceptance (NOA) of: 16 ga. Outswing Glazed Commercial Steel Doors - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by.the Miami -Dade County Building Code Compliance Office (BCCO) wider thec onditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to .secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 072601 EXPIRES: 07/11/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW .COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 02/01/2001 11 s 045900 I 1 pc2000 Utemplateslnotice acceptance cover page.dot Internet mail address: postmaster @buildinccodeonline.con, MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2905 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office S}uality Engineered Product Co Inc ACCEPTANCE No.: 00- 0726.01 APPROVED . FEB 0 1 2001 EXPIRES July 11 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. . SCOPE 1.1 This revises and renews the Notice of Acceptance No. 96- 0809.01, which was issued on July 11, 1997. It approves a commercial steel door system, as described in Section 2 of this Notice of • Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the Locations where the pressure requirements, as determined by SFBC • Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 16 ga. Outswing Glazed Commercial Steel Door - Impact Resistant and its com shall be constructed in strict compliance with the following documents: Drawing. No Q01, title d "16 ga. Outswing Glazed Commercial Steel Door," Sheets 1 through 6 of 6, prepared by manufacturer, dated June 28, 2000, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The commercial steel door system and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not. require a hurricane protection system. 5. LABELING • 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Man el Perez, P.E. Prod Prod s ct Control Division Control Examiner Quality Engineered Product Co. Inc. ACCEPTANCE No.: NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. APPROVED EXPIRES 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. • Manue ' - rez, P.E. Product Produc Control Division END OF THIS ACCEPTANCE . 3 00- 0726.01 FEB 0 12001 Jul 2003 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless priorwritten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.. of Examiner 7 NOT to be distributer/ outside the FACTORY MUTUAL SYSTEM, except by CLIENT. 1151 Boston- Providence Turnpike P.O. Box 688 SINGLE SWING HOLLOW METAL FIRE DOOR MODEL FOLDEDGE 1 -1/2 BR RATED from QUALITY ENGINEERED PRODUCTS COMPANY, INC, 4506 QUALITY LANE TAMPA, FLORIDA 33614 J.I. 0M2A9.AC (4119) NOVEMBER 1, 1985 1 1 1 Factory Mutual Research 1151 Boston- Providence Turnpike P.Q. Box 9102 Norwood, Massachusetts 02062 0M2A9.AC I INTRODUCTION II DOORS.- 2.3 The maximum SINGLE SWING HOLLOW METAL FIRE DOOR MODEL FOLDEDGE 1 -1/2 BR RATED from QUALITY 'ENGINEERED PRODUCTS COMPANY,.. INC. 4506 QUALITY LANE TAMPA, FLORIDA 33614 November 1, 1985 1.1 Quality Engineered Products Company, Inc. requested an examination of their Hollow Metal Fire Door Single Swing, Model Foldedge, to determine if it meets Factory Mutual approval standards for the protection of wall openings in masonry Malls requiring up to one and one -half (1 -1/2) hour's fire resistance. 1.2 Design drawings and fire test report (ARL f in conjunction with an in-plant audit inspection, all d as he or approval. _ 1.3 An in plant;audit inspection was made of the manufacturing facilities to assess the manufacturer's quality control procedures of these units. Control was found satisfactory to assure continued production of units . equivalent to those tested and approved. 1.4 Quality Engineered Products Company, Inc. doors, Model Foldedge, . constructed as described in this report and not exceeding 3' -8" x 7' -2" (1.11 x 2.18. m) meet Factory Mutual approval requirements, when installed in FM approved door frames, for the protection of wail openings in masonry"walis where fire resistance requirements do not exceed one and one -half (1 -1/2) hours. 2.1 Fire doors are designed ,to close automatically in the event of fire and to protect: wall openings. by preventing the passage of flame and hot gases through the opening. 2.2 The doors are constructed as shown on the attached manufacturer's drawings. They are 1 -3/4 in. (45 mm) thick, having 0.042 in. (1.07 mm) thickness steel ace sheets. The doors are insulated with a 1 3/4 in. (45 mm) thick, 0.6 pcf ;6 Kg /m2) glass fiber insulation. Top and bo closures are 0.- in. (1.35 mm) minimum thickness steerom channel el. is provided by six (6) vertical "Z" shaped steel members, 0. in. (0.81 minimum thickness, no less than 6 in. (152 mm) on center. Foldedge doors have a_seam on each -edge. FACTORY MUTUAL RESEARCH CORPORATION Page. 2 ON2A9.AC 2.4 Cutouts and reinforcements to accommodate hardware are provided where necessary. III FRAMES 3.1 Frames to be used with this door shall be single type, pressed steel and conform to the requirements of the American National Standards Institute Standard A155.1 for Fire Door Frames. IV HARDWARE 4.1 Doors up to 60 in. (1.5 m) high are attached to the frames with two 4 -1/2 in. (114 mm) high full mortise steel hinges, secured with machine screws. For doors over 60 in. (2.5 mm) and up to 7' -2" (2.18 m) high, an additional hinge is required. 4.2; The doors are constructed for the 'application of a single point mortise • or cylindrical type latch having a 3/4 in. (19 mm) V VISION PANELS 5.1 Vision panels up to 100 sq in. (0.065 m are permitted in doors having :1- 1 /2hour fire resistance, except when used in exterior walls subject to severe fire exposure, when no glass is allowed. 5.2.`. When fitted with larger areas of wired glass, up to 1296 sq. in. (0.84 14 2), may have a fire resistance rating of up to 3/4 -hour, only. 5.3 Vision panel frames are 0.042 in. (1.07 mm) minimum thickness steel with 1/4 in. (6 mm) minimum thickness labelled wired glass. VI INSTALLATION These doors and frames shall be installed in accordance with requirements the;National Fire Protection Association Standard 80, "Fire Doors and ' Windows". VII TESTS 7.1 Doors covered by this report satisfactorily withstood a 1 -1/2 hour fire test followed by a hose stream ,test. The test. assembly Was installed in a brick wall, 7.2 The unexposed face temperature exceeded 25O ° F (121 above the ambient temperature after less. than 30 . minutes of fire exposure. 7.3. The tests were conducted in accordance with the American Society for Testing and Materials, "Standard for. Fire Tests of Door Assemblies ", E -152. 0142A9.AC VIII LABELING Xi IN-PLANT AUDIT INSPECTIONS AND 'REEXAMINATIONS S. 14 . Knight Project Engineer SMK/ jmj FACTORY MUTUAL RESEARCH CORPORATION ATTACHED: Illustrations 1 through 4, Inclusive REPORT. APPROVED BY: Page 3 8.1 Doors specifically covered by this report are equipped with permanent metal labels showing the manufacturer's name and address, hourly rating, minimum latch throw, serial number and indication of Factory Mutual approval. IX CONCLUSIONS 9.1 Quality Engineered Products Company, Inc. single swing hollow metal fire door, Model Foldedge, constructed as described in this report and not exceeding 3'-8" x 7'-2" (1.11 x 2.18 m) meet Factory Mutual approval requirements, when installed 'in FM aproved fire door frames, for the protection of wall openings in masonry walls where fire resistance requirements do not exceed one and one -half (1 -1/2) hours. 9.2 Approval is effective when the Manufacturer's Agreement is signed and returned to Factory Mutual. Continued approval will depend upon satisfactory field performance, and audit inspections. 9.3 These doors meet Factory Mutual approval requirements and when approved will be listed in the Factory Mutual Approval Guide. X MANUFACTURER'S RESPONSIBILITIES 10.1 The manufacturer shall notify the Factory Mutual Research Corporation of-any change in the approved doors prior to general sale and distribution. 10.2 The manufacturer shall make every reasonable effort to supply all necessary instructions and other assistance to the installer to insure proper installation of the door. 11.1 In -plant audit inspections and re will be conducted periodically on the approved doors at the Tampa, Florida facility to determine that the quality and uniformity has been maintained and will provide the level of performance as originally approved. EXAMINATION AND REPORT BY: W. F. Shield Assistant Manager Materials Section, Codes /Rating BEAUCHAMP CONSTRUCTION CO., INC. GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305-4.45-0819 • FAX 305- 447 -0941 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L. CRISSEY, President DEAN A. THOMAS, Executive Vice President BURNETT G. FIRSTENBERGER, Sr. Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer /Secretary June 7, 2001 Mr. Al Berg, Director Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33161 Reference: Barry University Student Dormatory Dear Mr. Berg: Persuant to our conversation on Tuesday, May 29 and subsequent site plan approval of this project by the Village Zoning Board on May 31, 2001, please find attached duplicate copies of the dormitory permit drawings now in process for WASA and public works review and approval. These duplicate plans are being submitted for a "dry run" review for the building portion only by the Village plan reviewers as we had previously discu Y- • ea Construction Company has already submitted a check for $ 300.00 for review expenses with the original permit application. If ad tional funds are required during this "dry run" process, please let me know a _ will take care of it immediately. I appreciate your assistance in this process, and if can do anything else to expedite this review, please do not hesitate to call. Th k You: Chris Tucker etc v' ekv-ls k.t v„ We/ 1^4, tee. M 306 p e (teat h ere% `T) c oC */Ate pr f ee be 9 o u . vie/ iCO pY Copies Date No. Description 2 SIGNED, SEALED, REVIEWED TRUSS SHOP DRAWINGS WITH CALCULATIONS 2 SIGNED & SEALED SHEET 8-8 WITH REVISION AT ELEVATOR SHAFT TOP SLAB 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 (305) 445 -0819 • FAX 1305 7QDI'.:' . • • . .44.'9 .... . To: MIAMI SHORES VILLAGE BUILDING DEPARTMENT Date: DEC. 5, 2001 Project No: 011 Project: BARRY STUDENT RESIDENCE We are sending you roc Attached ❑ Under separate cover via the following items: ❑ Samples ❑ Specifications X' Shop Drawings ❑ Copy of letter Remarks: • • . • • • • .. • . • • • • .. •• • . . • • • . • • • • • . • . • . • • • • • • • . • .. • . • • • • BEAUCHAMP CONSTRUOVOICI'Co:; iNC. .. . .. .. GENERAL CON:'fl . C'TDf $ : • .. ••• ••• • . • ••• ❑ Prints ❑ Change Order These are transmitted as checked below: ❑ For Approval X For your use ❑ As requested ❑ For bids due 0 ❑ Approval as submitted ❑ Approval as noted ❑ Retumed for corrections • • • LETTER OF TRANSMITTAL • • • • • • • • ❑ Plans ❑ Resubmit ❑ Submit ❑ Return Signed: CHRIS TUCKER Copy to: FILE bopies for approval copies for distribution corrected prints 30? S a: ifrr y ..arm s — Me jJW //l TYP_ of RE .Sfru�fuva CO!! S LI ON Elevtior s& // re ai;-eo 7cre - -raIed bar'rte - a� p - id..•‘..!learaHce - ' /op floor auti GS6 Draw) ✓) dl7Pe mss 26 S j pr"/ r scd n� i Ha! o ' r � _ // i erti .e.// sin ca /ec / oath PAGE 4 I_O COMOIM 14 (geaz--7 J REV 5 sip. S -8 7 r /4/o/ , Pawn Ihe tra s-s es are eu Me hr. O j i e seta Pi- -- provide 4- 4-P 5/44 ji`lu 5l? 101M Tvr be4,s s . 4 40 0 Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/22/2002 Applicant: BARRY UNIVERSITY Owner: Contractor MORLIC ENGINEERING Address: 7571 NW 7 ST Local Phone: 305 - 267 -1907 Cellular: Parcel # 1121360000050 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 Job Address: 11300NE 2 AVE Fees: FEE2002 -375 Permit Status: Approved Permit Expiration: 7/21/2002 Construction Value$3 Work: PAVING AND DRAINAGE If there is no permit pa fee is $50.00, which mus This Permit is granted to the o ordinances pertaining thereto anc and approved by the proper mun authorization. A further conditior ordinances and regulations perta by his agents, servants or emplo Signed: In consideration of the issuanc with the plans, drawings, statem myself, my agent, servants or er Signed: 8 Description Building Fee Total Fees: Plumbing Permit Permit Number: PL2002 -17 Amount $4,740.00 $4,740.00 MORLIC ENGINEERING CORP. PH. 305 -267 -1907 7571 NW. 7TH STREET MIAMI, FLORIDA 33126 PAY FOUR THOUSAND SENT HUNDRED FORTY DOLLARS AND 00/100 TO THE ORDER OF MIAMI SHORES VILLAGE L -- Page 1 of 1 OB OCEAN BANK 780 N.W. 42ND AVENUE, MIAMI, FLORIDA 33126 63- 1139 -660 DATE 1 -23 -02 II■OL453SIP I:0660L13921: 0101L2058L11 "O Total Fee4,740.00 Total Receipts: $0.00 AMOUNT $4,740.00 14535 1 CONTRACTOR / Name Alem /l r /V 6/Aieee/Wb 19. License No.e. ..522 Address 7 /N td 7nt 5'P itt 41N,1 0/ 33)2z Telephone 3dS=E0 -rn 7 Fax 3 os- zu- - /s'9' Qualifier Name 00 X i PROPERTY OWNER Name e iKizq tuatt t5i- etc. Address 1 MO rig Z Ala- ItitfitdM SktoRfs, L ;/6/ Home Telephone (� o gqq - " oo2 Business Telephone (4)0(.;) si - 10 . Fax `?� serf...3Q 0 TYPE OF MANAGEMENT ( ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other g , Job Address: 1 1 3 00 Z K Address INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which i, ust be sill - . b the 'ro s owner and a ualifier. Both sill! es must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. 8 P01 7gg Subsidiary Permit No.Pi " ' 0_1 ' 11. og ',u , viznil-prc. 5Fk20.5 fL 3316 Apt. City // State / Zip Description of Work PI -v //il 4 f2iJ .)/8% fAf4 ( Zoning Linear Feet PERMIT APPLICATION Square Feet Units Floors J alue of Work 3 f 6 t hf)U Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for FT .ECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF FLOAIDA, COUly OF MIAMI-DADE Ieuteri U.vt t verse y Si a • tore of Owner F1 ‘`f -E. Print Name Sworn to and subscribed before me Signature of SEAL: Personally known IA ( too , Assoc V e Fc ct't lrt: 1� S,tNi Mist l` ri %Iv o • ∎ - day of 4, BARBARA SUAREZ ^{ * COMMISSION NUMBER .,p . < DD015554 9? F ° QL` M DOMES COMMISSION SP APR 4.2005 OR, Produced Identification l Type of Identification Produced: s • PERMIT APPLICATION N ctor / Qualifier 12J,L4 D o STATE OF ' 41 COUNTY OF MIAMI-DADE Signal , : ame Sworn to • • .r me this i t day of _„ l G_ , z ' fir Signature of : • 1 iT y:f.tre ri • : • . ®s .. NOTARYS •. SEAL: HERMES U MEDIA NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC930449 Y COMM '* ON EXP. APR. Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary - Periodic Inspections A/C Central 4-7 Ton Fire Sprinkler System Fire Pump - - Outlet, Switch - Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPI; Minimum Fee QTY. TYPE Condensate Drain QT T YPE Generator QTY. TYPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Wm. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid - Periodic Inspections Barbecue Fire Sprinkler System :. i - J: . , - - Bath Fan - Vented, # - Fireplaces, Number of - Pressure Vessel PLUMBING TITS A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TI PE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French 1513 Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY DATE Zoning Electrical Mechanical Plumbing 7 eji■ Fire Public Works Structural Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine $ Zoning Review //, ISSUING OFFICIAL REVIEWED AND PREPARED BY: (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 1 1 / l - DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com , PERMIT APPLICA ±ION FOR MIAMI SHORES VILLAGE II i Date 1/03/02 Job Address 11300 NE 2ND A1ENUE Tax Folio 1121360000040 Legal Description BARRY UNIVERAS ITY Owner/Lessee / Tenant BARRY UN IVERS ITY Owner's Address 11300 NE 2ND AVENUE,MIAMI I!HORES Phone 305 899 -3000 ContractingCo. SUPERIOR ELECTRICAL CONTRACTORS, INC. Address NW 93RD AVENUE, MIAMI FL 22172 Qualifier REYNALDO MADIEDO II State # EC0001759 ` Municipal # Architect/Engineer Bonding Company Mortgagor Square Ft. 40,000 aak Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: it WORK DESCRIPTION ELECTRICAL WORK /a 5.110 FEES: PERMIT 0 ¢= - 'RADON C.C.Q. APPROVED: Zoning Building Mechanical Plumbing Historically Designated: Yes SS# Master Permit # 49572 Phone305- 477 -6328 Competency # 0016064 Ins Co C.N.A. Address Address Address Permit Type (circle one): BUILDING ELECTRICAL. PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Estimated Cost (value) 420,000.00 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and •i k on as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating co A A on in this jurisdiction. I understand that separate permits are required for FLRCTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL ' ORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Notary to Contractor or Own a: uilder My .mmissionExpires: v'�� Migdau,a Gutierrez * ! #9 *My Commission CC888329 4 , Expires May 18,2003 . .NOTARY �✓' 1 BOND Date TOTAL DUE Electrical // . 01 ' 111 Structural Engineer ITEM BATH 1U8 UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE /r ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS. �O 'i. CENTRAL HEATING DISHWASHER RECEPTACLES go, d A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS !''oD /®e® DUCT WORK FLOOR DRAIN REPAIR/METER CHANGE REFRIGERATION GREASE TRAP _SERVICE APPLIANCE OUTLETS /0 . PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP 0 j, UMERGROUND TANKS LAVATORY OVEN / Fay " ABOVE MOUND TANKS LAUNDRY TRAY WATER HEATER g 2 " U.F. PRESSURE VESSELS CLOTHES WASHER ICTTRS 0- 1 hP 0 7 Afr7.4 STEAM BOILERS SHOWER MOTCRS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP ' FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP C00LING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW /// 7,7 REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS • HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL • OUTLETS COMMERCIAL WATER SERVICE • SIGN TUBES SEWER CONNECTIONS SIGN TRANSFORMERS . UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTURES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS 4)9 'Ak a -- GRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION ' -- SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL — y AREA DRAIN i l l / / 7 4 -_22: ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM . GAS RANGE METER SET (GAS) GAS PIPING .,ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL 1 SUPERIOR ELECTRICAL CONTRACTORS INC 2151 N.W. 93RD AVENUE MIAMI, FLORIDA 33172 PHONE (305) 477-6328 PAY TO TH E ORDER OF MIAMI SHORES VILL.AGE-BEDG & ZONING DEPT. 10050 U.E. 2 AVE. MIAMI SHORES, FL 33138 OCEAN BANK MIAMI, FLORIDA 33126 005740 63-1139 NO-1 DATE AMOUNT 01/15/20f62 i0. 500.00 THE SUM OF TEN THOUSAND FIVE HUNDRED DOLLARS 5740 0000 740(1 1:0660 L L 39 2 0 L00988 3 2400 S Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/14/2002 Page 1 of 1 Applicant: Owner: Contractor SUPERIOR ELECTRICAL CONTRNABalittiNC2151 NW 93 AVE Local Phone: Cellular: t Parcel # 1121360000050 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 Job Address: 11300NE 2 AVE Fees: Description Amount FEE2002 - 250 Building Fee $10,500.00 Total Fees: $1 Permit Status: Approved Permit Expiration: 7/7/2002 Work: ELECTRICAL WORK Electrical Permit Permit Number: EL2OO2 -11 Construction Value$ If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY: Total Fe0,500.00 Total Receipts: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat: Density- Specific Heat Product: Latent Heat Factor: Enthalpy Factor: Proiect Name: Student Residence Dataset Name: C: \CDS\LOAD32\PROJECTS\Barry dormitories 01.Ids Location: Miami Shores Building Owner: Barry University Program User: Daniel Delvat Company: Coltec Engineering, Inc Comments: Miami, Florida 25.0 deg 80.0 deg 5 7 ft 29.9 in. Hg 0.0760 lb/cu ft 0.2444 Btu/Ib• °F 1.1151 Btu/h•cfm• °F 4,908.6 Btu•min/h•cu ft 4.5619 Ib•min/hrcu ft Proiect Name: Student Residence Dataset Name: C: \CDS\LOAD32\PROJECTS\Barry_ _dormitories 01.Ids TRACE® Load 700 version 3.0 By Coltec Engineering, Inc. Design Simulation Period: January through December Cooling Load Methodology: TETD -TA1 Heating Load Methodology: UATD Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Cleamess Number: Winter Cleamess Number: Summer Ground Reflectance: Winter Ground Reflectance: 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 TRACE® Load 700 v3.0 cal 9:39 on 04/20/2001 100 - Lobby area, First Floor Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo/Hr: 8 / 16 Outside Air: OADB/WB/HR: 91 / 78 / 122 Space Sens. + Lat Btu/h Envelope Loads Skylite Solr 0 Skylite Cond 0 Roof Cond 0 Glass Solar 8,119 Glass Cond 2,041 Wall Cond 1,314 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 11,475 Internal Loads Lights 3,276 3,276 People 4,800 Misc 1,638 0 Sub Total =_> 9,715 3,276 Ceiling Load 698 -698 Outside Air 0 0 Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing 0 Exhaust Heat Terminal Bypass Grand Total => 21,887 Ret. Air Ret Air Sensible Latent Btu /h Btu/h 0 0 0 0 0 0 0 8,119 0 2,041 718 2,032 0 0 0 718 12,193 6,553 4,800 0 1,638 0 12,991 0 0 11,018 0 0 0 0 0 0 -491 0 -491 0 0 0 2,805 Net Total Btu/h Percent Of Total ( %) 0.00 0.00 0.00 22.74 5.72 5.69 0.00 0.00 0.00 34.14 18.35 13.44 4.59 36.38 0.00 30.85 0.00 0.00 0.00 0.00 -1.38 0.00 0 35,711 100.00 CLG SPACE PEAK Mo/Hr: 9 / 9 OADB: 82 Space Percent Sensible Of Total Btu/h ( %) 0 0.00 0 0.00 0 0.00 11,596 55.70 871 4.18 395 1.90 0 0.00 0 0.00 0 0.00 12,862 61.79 3,276 15.74 2,400 11.53 1,638 7.87 7,315 35.14 640 3.07 0 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 20,817 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Btu /h -2,978 -830 0 0 0 -3,808 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -2,978 59.27 -1,310 26.07 0 0.00 0 0.00 0 0.00 -4,287 85.34 0 0 0 0 -102 0 -737 -4,646 Coll Peak Percent Tot Sens Of Total Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -737 14.66 0 0.00 0 0.00 -5,024 100.00 Total Capacity ton MBh Main CIg 3.0 35.7 Aux CIg 0.0 0.0 Opt Vent 0.0 0.0 Total 3.0 35.7 COOLING COIL SELECTION Sens Cap. Coil Airfl MBh cfm 25.7 0.0 0.0 1,008 0 0 Enter DB!WB/HR Leave DB!WB/HR °F °F gr/lb °F °F gr/lb 79.9 0.0 0.0 66.4 0.0 0.0 75.8 0.0 0.0 56.5 55.1 62.6 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 960 0 0 0 0 0 495 130 26 TEMPERATURES CIg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 79.9 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 192 0 1,008 0 1,008 192 0 0 Heating 0 0 1,008 0 1,008 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hr -ft No. People ENGINEERING CKS Cooling Heating 19.1 0.0 1.05 1.05 338.61 322.59 37.20 -5.20 10 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -5.0 0.0 0.0 0.0 0.0 0.0 -5.0 Coil Airfl cfm 1,008 0 0 0 0 0 Ent °F 63.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 B - Office Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air: OADB/WB/HR: Space Sens. + Lat. Btu/h Ret. Air Sensible Btu/h Envelope Loads Skylite Solr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 0 0 Glass Cond 0 0 Wall Cond 150 48 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 150 48 Internal Loads Lights 273 273 People 500 Misc 137 0 Sub Total =_> 910 273 Ceiling Load 58 -58 Outside Air 0 0 Sup. Fan Heat Ret Fan Heat 0 Duct Heat Pkup 0 OV /UNDR Sizing 0 Exhaust Heat -51 Terminal Bypass 0 Grand Total => 1,118 212 Ret. Air Latent Btu /h 8/15 91/78/125 CLG SPACE PEAK Mo /Hr: 6 / 21 OADB: 82 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 198 7.86 235 24.75 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 198 7.86 235 24.75 546 21.64 273 28.82 500 19.81 250 26.39 0 137 5.41 137 14.41 0 1,183 46.87 660 69.62 0 0.00 53 5.63 0 1,194 47.30 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 -51 -2.03 0.00 0 0 0.00 0.00 0 2,523 100.00 947 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 0 -189 0 0 0 -189 0 0 0 0 -22 0 0 -211 Coil Peak Tot Sens Btu/h Percent Of Total ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -259 99.99 0 0.00 0 0.00 0 0.01 -259 100.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 O 0.00 O 0.00 0 0.00 -259 100.00 Main CIg Aux CIg Opt Vent Total 0.2 2.5 COOLING COIL SEL Total Capacity Sens Cap. Coll Airfl ton MBh MBh cfm 0.2 2.5 1.4 46 83.3 70.3 91.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 ECTION Enter DB/WB /HR Leave DB/WB/HR °F °F gr/lb °F °F gr/lb 56.5 53.3 55.7 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFlr Roof Wall AREAS Gross Total Glass fi ( %) 80 0 0 0 0 0 72 0 0 TEMPERATURES CIg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Retum 77.3 67.7 Ret/OA 83.3 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 20 0 Infil 0 0 Supply 46 46 Mincfm 0 0 Return 46 46 Exhaust 20 0 Rm Exh 0 0 Auxil 0 0 % OA cfm/ft cfm /ton ft Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 43.6 0.0 0.57 0.57 218.09 380.44 31.54 -2.66 1 HEATING COIL SELECTION Capacity Coil AIrf Ent Lvg MBh cfm °F °F Main Htg -0.2 46 58.7 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.2 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 E - Study Room Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo/Hr. Outside Air. OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 0 0 0 1,854 0 97 0 85 34 0 0 0 2,036 34 Ret. Air Ret. Air Sensible Latent Btu/h Btu /h 437 437 500 218 0 1,155 437 93 -93 0 0 0 0 0 -51 0 3,285 326 8/9 83/74/113 CLG SPACE PEAK Mo /Hr. 8 / 9 OADB: 83 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 1,854 41.56 1,854 61.26 0 0 0.00 97 2.18 97 3.21 -275 -275 37.57 118 2.65 85 2.80 -146 -215 29.45 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 2,070 46.39 2,036 67.27 - 421 -490 67.03 874 19.58 437 14.43 0 0 0.00 500 11.21 250 8.26 0 0 0.00 O 218 4.90 218 7.22 0 0 0.00 O 1,592 35.69 905 29.91 0 0 0.00 0 0.00 85 2.82 -14 0 0.00 0 851 19.07 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 -241 -241 32.97 O -51 -1.15 0.00 0 0.00 O 0 0.00 0.00 0 0.00 0 4,461 100.00 3,027 100.00 -676 -732 100.00 Main Clg 0.4 4.5 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.4 4.5 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB /HR ton MBh MBh cfm °F °F grits 3.5 147 78.1 65.0 71.5 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr/Ib 56.5 55.1 62.5 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 128 0 0 0 0 0 72 12 17 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 RetIOA 78.1 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 147 0 147 20 0 0 Heating 0 0 147 0 147 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 13.6 0.0 1.14 1.14 394.11 344.29 34.85 -5.67 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -0.7 0.0 0.0 0.0 0.0 0.0 -0.7 Coil Airfl cfm 147 0 0 0 0 0 Ent °F 64.9 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 F - Laundry Project Name: Student Residence Dataset Name :C:\CDS\LOAD32\PROJECTS‘Barry dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mohr: 8 / 17 Outside Air: OADB/WB/HR: 90 / 77 / 122 Space Ret Air Ret Air Sens. + Lat. Sensible Latent Btu/h Btu/h Btu/h Envelope Loads Skylite Solr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 1,844 0 Glass Cond 179 0 Wall Cond 567 210 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 2,590 210 Internal Loads Lights 986 986 People 2,000 Misc 10,180 0 Sub Total =_> 13,166 986 Ceiling Load 210 -210 Outside Air 0 0 Sup. Fan Heat Ret Fan Heat 0 Duct Heat Pkup 0 OVNNDR Sizing 0 Exhaust Heat -205 Terminal Bypass 0 Grand Total => 15,966 782 CLG SPACE PEAK Mo/Hr. 8 / 17 OADB: 90 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1,844 8.67 1,844 12.34 179 0.84 179 1.20 777 3.65 567 3.79 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 2,800 13.17 2,590 17.32 1,973 9.28 986 6.60 2,000 9.40 1,000 6.69 0 10,180 47.87 10,180 68.10 0 14,153 66.55 12,166 81.39 0 0.00 193 1.29 0 4,520 21.25 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 -205 -0.96 0.00 0 0 0.00 0.00 0 21,268 100.00 14,949 100.00 HEATING COIL PEAK Mohr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -476 0 0 0 -751 -3,337 Coll Peak Tot Sens Btu/h Percent Of Total (%) 0 0.00 0 0.00 0 0.00 0 0.00 -275 7.83 -668 19.04 0 0.00 0 0.00 0 0.00 -943 26.88 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -20 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0.00 -2,566 -2,566 73.12 0 0.00 0 0.00 -3,509 100.00 Main Clg 1.8 Aux Clg 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airf Enter DB/WB /HR ton MBh MBh cfm °F °F gr/Ib 21.3 0.0 0.0 Total 1.8 21.3 17.1 0.0 0.0 724 0 0 78.7 65.1 71.2 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr /Ib 56.5 55.6 64.7 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 289 0 0 0 0 0 198 12 6 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Retum 77.3 67.7 Ret/OA 78.7 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 80 0 724 0 724 80 0 0 Heating 0 0 724 0 724 0 0 0 % OA cfm/ft cfm/ton ft' /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 11.1 0.0 2.50 2.50 408.29 163.06 73.59 -12.45 4 HEATING COIL SELECTION Capacity Coil Airf Ent Lvg MBh cfm °F °F Main Htg -3.6 724 65.4 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -3.6 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 301 - Single RA Unit, SE Corner w/ roof Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo/Hr. 9 / 13 Outside Air. OADB/WB/HR: 88 / 75 / 108 CLG SPACE PEAK Mo/Hn. 11 / 13 OADB: 81 Grand Total => 3,622 Space Ret. Air Ret. Air Net Percent Space Percent Sens. + Lat. Sensible Latent Total Of Total Sensible Of Total Btu/h Btu/h Btu/h Btu/h ( %) Btu/h ( %) Envelope Loads Skylite Solr 0 0 0 0.00 0 0.00 Skylite Cond 0 0 0 0.00 0 0.00 Roof Cond 0 635 635 11.38 0 0.00 Glass Solar 1,074 0 1,074 19.24 1,757 46.82 Glass Cond 158 0 158 2.84 76 2.01 Wall Gond 671 220 891 15.95 501 13.34 Partition 0 0 0.00 0 0.00 Exposed Floor 0 0 0.00 0 0.00 Infiltration 0 0 0.00 0 0.00 Sub Total = => 1,904 855 2,759 49.40 2,333 62.18 Internal Loads Lights 614 614 1,229 22.00 614 16.37 People 500 500 8.95 250 6.66 Misc 307 0 0 307 5.50 307 8.19 Sub Total = => 1,422 614 0 2,036 36.46 1,172 31.22 Ceiling Load 297 -297 0 0.00 248 6.60 Outside Air 0 0 0 905 16.21 0 0.00 Sup. Fan Heat 0 0.00 0.00 Ret. Fan Heat 0 0 0.00 0.00 Duct Heat Pkup 0 0 0.00 0.00 OV /UNDR Sizing 0 0 0.00 0 0.00 Exhaust Heat -116 0 -116 -2.08 0.00 Terminal Bypass 0 0 0 0.00 0.00 1,056 0 5,584 100.00 3,753 100.00 HEATING COIL PEAK Mo/Hr. 13/1 OADB: 47 Space Peak Coil Peak Space Sens Tot Sens Btu/h Btu/h Percent Of Total ( %) 0 0 0.00 0 0 0.00 0 -166 14.27 0 0 0.00 -275 -275 23.61 -524 -723 62.11 0 0 0.00 0 0 0.00 0 0 0.00 -798 -1,164 100.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -74 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 -872 -1,164 100.00 Main Clg 0.5 5.6 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.5 5.6 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR ton MBh MBh cfm °F °F grill) °F °F gr/Ib 4.7 202 81.0 65.5 69.2 58.3 56.6 65.9 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids AREAS Gross Total Glass ft ( %) Floor 180 Part 0 ExFlr 0 Roof 180 0 0 Wall 216 12 6 TEMPERATURES Clg Htg SADB 58.3 71.9 Plenum 80.2 66.7 Return 80.2 66.7 Ret/OA 81.0 66.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 20 0 Infil 0 0 Supply 202 202 Mincfm 0 0 Return 202 202 Exhaust 20 0 Rm Exh 0 0 Auxil 0 0 % OA cfm /ft cfm /ton ft /ton Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 9.9 0.0 1.12 1.12 434.13 386.83 31.02 -6.47 1 HEATING COIL SELECTION Capacity Coil AirfI Ent Lvg MBh cfm °F °F Main Htg -1.2 202 64.8 71.9 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 329 - Single unit, South, Third Fl w/ Roof COOLING COIL PEAK Peaked at Time: Mo /Hr. 11 / 17 Outside Air. OADB/WB /HR: 81 / 70 / 90 Space Sens. + Lat. Btu/h Ret. Air Sensible Btu/h Envelope Loads Skylite Solr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 281 0 Glass Cond 77 0 Wall Cond 5,280 1,820 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 5,638 1,820 Internal Loads Lights 614 614 People 500 Misc 307 0 Sub Total ==> 1,422 614 Ceiling Load 259 -259 Outside Air 0 0 Sup. Fan Heat Ret. Fan Heat 0 Duct Heat Pkup 0 OV /UNDR Sizing 0 Exhaust Heat -101 Terminal Bypass 0 Grand Total => 7,319 2,074 Ret. Air Latent Btu/h CLG SPACE PEAK Mo /Hr. 11 / 16 OADB: 82 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu/h ( %) 0 0.00 0 0.00 O 0.00 0 0.00 0 0.00 0 0.00 281 2.85 710 9.94 77 0.78 85 1.19 7,100 71.85 4,930 69.02 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 7,458 75.48 5,725 80.15 1,229 12.43 614 8.60 500 5.06 250 3.50 O 307 3.11 307 4.30 O 2,036 20.60 1,172 16.40 0 0.00 246 3.44 0 489 4.95 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 -101 -1.03 0.00 0 0 0.00 0.00 0 9,881 100.00 7,143 100.00 HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -2,371 0 0 0 -2,646 0 0 0 0 -89 0 0 -2,735 Coil Peak Tot Sens Btu /h 0 0 0 0 -275 -3,209 0 0 0 -3,484 0 0 0 0 0 0 0 0 0 0 0 0 Percent Of Total (%) 0.00 0.00 0.00 0.00 7.89 92.11 0.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -3,484 100.00 Main Clg 0.8 9.9 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.8 9.9 COOLING COIL SELECTION Total Capacity Sens Cap. Coll Airfl Enter DB/ B/HR Leave DB/ B/HR ton MBh °F °F gr /Ib °F °F gr /Ib MBh cfm 9.3 0.0 0.0 429 0 0 79.6 64.4 66.1 0.0 0.0 0.0 0.0 0.0 0.0 60.1 56.9 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 0 0 0 920 12 1 TEMPERATURES Clg Htg SADB 60.1 73.7 Plenum 79.5 66.4 Return 79.5 66.4 Ret/OA 79.6 66.4 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mlncfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 429 0 429 20 0 0 Heating 0 0 429 0 429 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hr.ft No. People ENGINEERING CKS Cooling Heating 4.7 0.0 2.38 2.38 521.24 218.60 54.90 -19.35 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -3.5 0.0 0.0 0.0 0.0 0.0 -3.5 Coil Airfl cfm 429 0 0 0 0 0 Ent °F 65.5 0.0 0.0 0.0 0.0 0.0 Lvg °F 73.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 330 - Double unit, East, 3rd Floor Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite Solr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air: OADB/WB /HR: Space Sens. + Lat. Btu/h 0 0 0 1,854 97 183 0 0 0 2,134 870 1,000 435 2,305 249 0 0 4,688 Ret. Air Sensible Btu/h Ret. Air Latent Btu/h 8/9 83/74/113 CLG SPACE PEAK Mo /Hr: 8 / 9 OADB: 83 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 1,854 26.75 1,854 44.27 0 0 0.00 0 97 1.40 97 2.32 -275 -275 38.20 58 241 3.47 183 4.36 -314 -445 61.80 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 58 2,192 31.63 2,134 50.95 -588 -720 100.00 870 1,741 25.11 870 20.78 0 0 0.00 1,000 14.43 500 11.94 0 0 0.00 0 0 435 6.28 435 10.39 0 0 0.00 870 0 3,176 45.81 1,805 43.11 0 0 0.00 -249 0 0.00 249 5.94 -35 0 0.00 0 0 1,701 24.54 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 0 -137 -1.98 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 -137 0 543 0 6,932 100.00 4,188 100.00 -624 -720 100.00 Main CIg 0.6 6.9 Aux CIg 0.0 0.0 Opt Vent 0.0 0.0 Total 0.6 6.9 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airf Enter DB/WB/HR ton MBh MBh cfm °F °F gr/Ib 5.1 0.0 0.0 198 0 0 79.1 65.9 74.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBNVB/HR °F °F gr/Ib 56.1 54.6 61.5 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 255 0 0 0 0 0 136 12 9 TEMPERATURES Clg Htg SADB 56.1 70.8 Plenum 78.1 67.6 Return 78.1 67.6 Ret/OA 79.1 67.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 198 0 198 40 0 0 Heating 0 0 198 0 198 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 20.2 0.0 0.78 0.78 343.05 441.42 27.18 -2.82 2 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -0.7 0.0 0.0 0.0 0.0 0.0 -0.7 Coil Airfl cfm 198 0 0 0 0 0 Ent °F 63.4 0.0 0.0 0.0 0.0 0.0 Lvg °F 70.8 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 400 - Lobby area, 4th Floor Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV /UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => Peaked at Time: Outside Air. COOLING COIL PEAK Mo/Hr: OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 3,518 1,344 1,453 0 0 0 6,314 2,867 4,200 1,433 8,500 1,602 0 0 Ret. Air Sensible Btu/h Ret. Air Latent Btu/h 8/15 91/78/125 CLG SPACE PEAK Mo /Hr. 9 / 10 OADB: 83 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 3,475 3,475 11.35 0 0.00 0 -783 18.66 0 3,518 11.49 8,422 49.40 0 0 0.00 0 1,344 4.39 697 4.09 -1,924 -1,924 45.84 565 2,017 6.59 574 3.36 -1,020 -1,490 35.50 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 4,039 10,354 33.81 9,693 56.86 -2,944 -4,197 100.00 2,867 5,734 18.73 2,867 16.82 0 0 0.00 4,200 13.72 2,100 12.32 0 0 0.00 0 0 1,433 4.68 1,433 8.41 0 0 0.00 2,867 0 11,367 37.12 6,400 37.54 0 0 0.00 -1,602 0 0.00 955 5.60 -291 0 0.00 0 0 10,026 32.74 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -1,127 0 -1,127 -3.68 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 16,417 4,177 0 30,620 100.00 17,048 100.00 - 3,234 -4,197 100.00 Main Cig 2.6 Aux Clg 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB /HR ton MBh MBh cfm °F °F gr/Ib 30.6 0.0 0.0 Total 2.6 30.6 21.5 0.0 0.0 790 0 0 83.1 67.8 77.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBMIB /HR °F °F gr/Ib 55.7 55.6 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Bany_dormitories 01.Ids Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 840 0 0 840 0 0 504 84 17 TEMPERATURES Clg Htg SADB 55.7 71.7 Plenum 81.0 66.9 Retum 81.0 66.9 Ret/OA 83.1 66.9 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Intl! Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 168 0 790 0 790 168 0 0 Heating 0 0 790 0 790 0 0 0 % OA cfm/ft cfm/ton ft /ton Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 21.3 0.0 0.94 0.94 309.75 329.20 36.45 -5.00 8 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -4.2 0.0 0.0 0.0 0.0 0.0 -4.2 Coil Airfl cfm 790 0 0 0 0 0 Ent °F 62.7 0.0 0.0 0.0 0.0 0.0 Lvg °F 71.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 430 - Double Unit, East 4th Floor Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV /UNDR Sizing Exhaust Heat Terminal Bypass COOLING COIL PEAK Peaked at Time: Mo /Hr. 8 / 15 Outside Air. OADB/WB /HR: 91 / 78 / 125 Space Ret. Air Ret. Air Sens. + Lat. Sensible Latent Btu/h Btu/h Btu/h 0 0 0 0 0 1,043 297 0 192 0 802 247 0 0 0 1,290 1,290 870 870 1,000 435 0 2,305 870 566 -566 0 0 0 Grand Total => 4,162 0 0 -313 0 1,282 Net Total Btu/h 0 0 1,043 297 192 1,049 0 0 0 2,581 1,741 1,000 0 435 0 3,176 0 0 2,387 0 0 0 0 0 -313 0 0 Percent Of Total ( %) 0.00 0.00 13.32 3.79 2.45 13.39 0.00 0.00 0.00 32.95 22.23 12.77 5.56 40.55 0.00 30.48 0.00 0.00 0.00 0.00 -3.99 0.00 0 7,831 100.00 CLG SPACE PEAK Mo/Hr 8/9 OADB: 83 HEATING COIL PEAK Mo /Hr: 13 / 1 OADB: 47 Space Percent Space Peak Coil Peak Percent Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h Btu /h ( %) 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 -234 18.15 1,854 42.73 0 0 0.00 97 2.24 -275 -275 21.36 295 6.80 -566 -778 60.48 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 2,246 51.77 -840 -1,287 100.00 870 20.06 0 0 0.00 500 11.52 0 0 0.00 435 10.03 0 0 0.00 1,805 41.61 0 0 0.00 287 6.62 -117 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 4,339 100.00 -957 -1,287 100.00 Main Clg Aux Cig Opt Vent Total Total Capacity ton MBh 0.7 0.0 0.0 7.8 0.0 0.0 0.7 7.8 COOLING COIL SELECTION Sens Cap. Coll Airn Enter DB/WB/HR Leave DB!WB/HR MBh cfm °F °F gr/Ib °F °F gr /Ib 5.7 0.0 0.0 204 0 0 83.8 0.0 0.0 67.8 0.0 0.0 76.6 0.0 0.0 55.9 55.8 66.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 255 0 0 255 0 0 232 12 5 TEMPERATURES Clg Htg SADB 55.9 72.2 Plenum 82.0 66.6 Return 82.0 66.6 Ret/OA 83.8 66.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 204 0 204 40 0 0 Heating 0 0 204 0 204 0 0 0 ENGINEERING CKS OA cfm /ft cfm/ton ft Btu/hr•ft No. People Cooling 19.6 0.80 312.58 390.76 30.71 2 Heating 0.0 0.80 -5.05 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -1.3 0.0 0.0 0.0 0.0 0.0 -1.3 Coil Airfl cfm 204 0 0 0 0 0 Ent °F 62.7 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.2 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 Description 430 - Double Unit, East 4th Floor 430 - Typical dbl Rm 4th FI w roof 330 - Double unit, East, 3rd Floor 330 Typical dbl 3rd fl w roof 329 - Single unit, South, Third FI w/ Roof 329 Typical sgl 3rd fl w roof 301 - Single RA Unit, SE Comer w/ roof 301 typical RA unit w roof 400 - Lobby area, 4th Floor 400 Lobby, 4th fl 100 - Lobby area, First Floor 100 B - Office 100 E - Study Room 100 F - Laundry Zone - 001 100 Lobby area, 1st fl Type Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Room Room Room Room Zone System - Variable Temperature Constant Volume ENGINEERING CHECKS By Coltec Engineering, Inc. COOLING % OA cfm /ft cfm/ton ft /ton Btu /hrft 19.61 0.80 312.6 390.8 30.71 19.61 0.80 19.61 0.80 312.6 390.8 30.71 19.61 0.80 20.18 0.78 343.0 441.4 27.18 20.18 0.78 20.18 0.78 343.0 441.4 27.18 20.18 0.78 4.66 4.66 9.90 9.90 19.05 43.61 13.65 11.06 16.22 16.22 2.38 2.38 1.12 1.12 1.05 0.57 1.14 2.50 1.32 1.32 521.2 521.2 434.1 434.1 338.6 218.1 394.1 408.3 360.9 360.9 218.6 218.6 386.8 386.8 322.6 380.4 344.3 163.1 273.3 273.3 54.90 54.90 31.02 31.02 37.20 31.54 34.85 73.59 43.90 43.90 HEATING % OA cfm /ft Btu /hr•ft 4.66 4.66 9.90 9.90 2.38 2.38 1.12 1.12 21.26 0.94 309.8 329.2 36.45 21.26 0.94 21.26 0.94 309.8 329.2 36.45 21.26 0.94 19.05 43.61 13.65 11.06 16.22 16.22 1.05 0.57 1.14 2.50 1.32 1.32 -5.05 -5.05 -2.82 -2.82 -19.35 -19.35 -6.47 -6.47 -5.00 -5.00 -5.20 -2.66 -5.67 -12.45 -6.54 -6.54 Floor Area ft 255 255 255 255 180 180 180 180 840 840 960 80 128 289 1,457 1,457 Project Name: Student Residence TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 Dataset Name: C: \CDS\LOAD32\PROJECTS\Bany dormitories 01.Ids Proiect Name: Student Residence Dataset Name: C: \CDS\LOAD32\PROJECTS1Bany dormitories 01.Ids Location: Miami Shores Building Owner: Barry University Program User: Daniel Delvat Company: Coltec Engineering, Inc Comments: Location: Latitude: Longitude: Time Zone: Elevation: Barometric Pressure: Air Density: Air Specific Heat: Density- Specific Heat Product: Latent Heat Factor Enthalpy Factor. Miami, Florida 25.0 deg 80.0 deg 5 7ft 29.9 in. Hg 0.0760 lb/cu ft 0.2444 Btu/Ib• °F 1.1151 Btu/h•cfm• °F 4,908.6 Btu•min/h•cu ft 4.5619 Ib•min/hrcu ft Protect Name: Student Residence Dataset Name: C: \CDS\LOAD32\PROJECTS\Barry_ _dormitories 01.Ids RACE® Load 700 version 3.0 By Coltec Engineering, Inc. Design Simulation Period: January through December Cooling Load Methodology: TETD -TA1 Heating Load Methodology: UATD Summer Design Dry Bulb: Summer Design Wet Bulb: Winter Design Dry Bulb: Summer Cleamess Number: Winter Cleamess Number. Summer Ground Reflectance: Winter Ground Reflectance: TRACE® Load 700 v3.0 ca 90 °F 77 °F 47 °F 0.95 0.95 0.20 0.20 100 - Lobby area, First Floor COOLING COIL PEAK Peaked at Time: Mo /Hr. 8 / 16 Outside Air: OADB/WB /HR: 91 / 78 / 122 Space Sens. + Lat Btu/h Envelope Loads Skylite SoIr 0 Skylite Cond 0 Roof Cond 0 Glass Solar 8,119 Glass Cond 2,041 Wall Cond 1,314 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 11,475 Internal Loads Lights 3,276 People 4,800 Misc 1,638 Sub Total =_> 9,715 Ceiling Load 698 Outside Air 0 Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV /UNDR Sizing 0 Exhaust Heat Terminal Bypass Grand Total => 21,887 Ret Air Ret. Air Sensible Latent Btu/h Btu /h CLG SPACE PEAK Mo /Hr: 9 / 9 OADB: 82 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) O 0 0.00 0 0.00 0 0 0.00 0 0 0.00. 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 O 8,119 22.74 11,596 55.70 0 0 0.00 O 2,041 5.72 871 4.18 -2,978 -2,978 59.27 718 2,032 5.69 395 1.90 -830 -1,310 26.07 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 718 12,193 34.14 12,862 61.79 -3,808 -4,287 85.34 3,276 6,553 18.35 3,276 15.74 0 0 0.00 4,800 13.44 2,400 11.53 0 0 0.00 O 0 1,638 4.59 1,638 7.87 0 0 0.00 3,276 0 12,991 36.38 7,315 35.14 0 0 0.00 -698 0 0.00 640 3.07 -102 0 0.00 0 0 11,018 30.85 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 -737 -737 14.66 -491 0 -491 -1.38 0.00 0 0.00 O 0 0 0.00 0.00 0 0.00 2,805 0 35,711 100.00 20,817 100.00 -4,646 -5,024 100.00 Main Clg Aux Clg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR ton MBh MBh cfm °F °F gr/Ib 3.0 35.7 0.0 0.0 0.0 0.0 3.0 35.7 25.7 0.0 0.0 1,008 0 0 79.9 66.4 75.8 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F or/lb 56.5 55.1 62.6 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft' ( %) 960 0 0 0 0 0 495 130 26 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Retum 77.3 67.7 Ret/OA 79.9 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Retum Exhaust Rm Exh Auxil AIRFLOWS Cooling 192 0 1,008 0 1,008 192 0 0 Heating 0 0 1,008 0 1,008 0 0 0 % OA cfm/ft' cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 19.1 0.0 1.05 1.05 338.61 322.59 37.20 -5.20 10 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -5.0 0.0 0.0 0.0 0.0 0.0 -5.0 Coil Airfl cfm 1,008 0 0 0 0 0 Ent °F 63.8 0.0 0.0 0.0 0.0 0.0 Lvg °F 72.1 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 B - Office Project Name: Student Residence Dataset Name: C: \CDS\LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air. OADB/WB /HR: Space Sens. + Lat. Btu/h Ret. Air Sensible Btu/h Envelope Loads Skylite Solr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 0 0 Glass Cond 0 0 Wall Cond 150 48 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 150 48 Internal Loads Lights 273 273 People 500 Misc 137 0 Sub Total = => 910 273 Ceiling Load 58 -58 Outside Air 0 0 Sup. Fan Heat Ret. Fan Heat 0 Duct Heat Pkup 0 OV /UNDR Sizing 0 Exhaust Heat -51 Terminal Bypass 0 Grand Total ==> 1,118 212 Ret. Air Latent Btu/h 8/15 91/78/125 CLG SPACE PEAK Mo/Hr. 6 / 21 OADB: 82 Net Percent Space Percent Space Peak Total Of Total Sensible Of Total Space Sens Btu/h ( %) Btu/h ( %) Btu/h 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 198 7.86 235 24.75 -189 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 198 7.86 235 24.75 -189 546 21.64 273 28.82 0 500 19.81 250 26.39 0 0 137 5.41 137 14.41 0 0 1,183 46.87 660 69.62 0 0 0.00 53 5.63 -22 0 1,194 47.30 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 o -51 -2.03 0.00 0 0 0.00 0.00 0 2,523 100.00 947 100.00 -211 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Coil Peak Tot Sens Btu/h Percent Of Total (%) O 0.00 O 0.00 0 0.00 0 0.00 O 0.00 -259 99.99 0 0.00 0 0.00 O 0.01 -259 100.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 O 0.00 0 0.00 0 0.00 O 0.00 O 0.00 -259 100.00 Main Clg Aux Clg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR ton MBh MBh cfm °F °F gr/Ib 0.2 2.5 1.4 46 83.3 70.3 91.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.2 2.5 Leave DB/ B/HR °F °F gr/Ib 56.5 53.3 55.7 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFir Roof Wall AREAS Gross Total Glass ft2 ( %) 80 0 0 0 0 0 72 0 0 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 83.3 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Intl! Supply Mincfm Return Exhaust Rm Exh Auxii AIRFLOWS Cooling 20 0 46 0 46 20 0 0 Heating 0 0 46 0 46 0 0 0 % OA cfm /ft° cfm /ton ft Btu/hrdt No. People ENGINEERING CKS Cooling Heating 43.6 0.0 0.57 0.57 218.09 380.44 31.54 -2.66 1 HEATING COIL SELECTION Capacity CoII Airfl Ent Lvg MBh cfm °F °F Main Htg -0.2 46 58.7 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.2 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 E - Study Room Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV /UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr. Outside Air: OADB/WB /HR: Space Sens. + Lat. Btu/h 0 0 0 0 0 0 1,854 0 97 0 85 34 0 0 0 2,036 34 437 437 500 218 0 1,155 437 93 -93 0 0 0 0 0 -51 0 3,285 326 Ret. Air Ret. Air Sensible Latent Btu /h Btu /h 8/9 83/74/113 CLG SPACE PEAK Mo/Hr: 8 / 9 OADB: 83 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu /h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1,854 41.56 1,854 61.26 97 2.18 97 3.21 118 2.65 85 2.80 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 2,070 46.39 2,036 67.27 874 19.58 437 14.43 500 11.21 250 8.26 0 218 4.90 218 7.22 0 1,592 35.69 905 29.91 0 0.00 85 2.82 0 851 19.07 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 -51 -1.15 0.00 0 0 0.00 0.00 0 4,461 100.00 3,027 100.00 HEATING COIL PEAK Mo/Hr. 13/1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -146 0 0 0 -421 0 0 0 0 -14 0 -241 -676 Coil Peak Tot Sens Btu/h Percent Of Total ( %) 0 0.00 O 0.00 0 0.00 0 0.00 -275 37.57 -215 29.45 0 0.00 0 0.00 0 0.00 -490 67.03 O 0.00 O 0.00 0 0.00 O 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 -241 32.97 0 0.00 0 0.00 -732 100.00 Main CIg Aux CIg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB /HR Leave DB/WB /HR ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib 0.4 0.0 0.0 4.5 0.0 0.0 0.4 4.5 3.5 0.0 0.0 147 0 0 78.1 65.0 71.5 0.0 0.0 0.0 0.0 0.0 0.0 56.5 55.1 62.5 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 128 0 0 0 0 0 72 12 17 TEMPERATURES CIg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 78.1 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.0 0.0 AIRFLOWS Cooling Heating Vent 20 0 Infil 0 0 Supply 147 147 Mincfm 0 0 Return 147 147 Exhaust 20 0 Rm Exh 0 0 Auxll 0 0 % OA cfm/ft' cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 13.6 0.0 1.14 1.14 394.11 344.29 34.85 -5.67 1 HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F °F Main Htg -0.7 147 64.9 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.7 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 100 F - Laundry Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry _ dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo/Hr: Outside Air. OADBTWB/HR: Space Ret. Air Ret. Air Sens. + Lat. Sensible Latent Btu/h Btu/h Btu/h Envelope Loads Skylite Solr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 1,844 0 Glass Cond 179 0 Wall Cond 567 210 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 2,590 210 Internal Loads Lights 986 986 People 2,000 Misc 10,180 0 Sub Total = => 13,166 986 Ceiling Load 210 -210 Outside Air 0 0 Sup. Fan Heat Ret. Fan Heat 0 Duct Heat Pkup 0 OV/UNDR Sizing 0 Exhaust Heat -205 Terminal Bypass 0 Grand Total => 15,966 782 8/17 90/77/122 Net Total Btu/h Percent Of Total ( %) CLG SPACE PEAK Mo/Hr. 8 / 17 OADB: 90 Space Percent Sensible Of Total Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1,844 8.67 1,844 12.34 179 0.84 179 1.20 777 3.65 567 3.79 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 2,800 13.17 2,590 17.32 1,973 9.28 986 6.60 2,000 9.40 1,000 6.69 0 10,180 47.87 10,180 68.10 0 14,153 66.55 12,166 81.39 0 0.00 193 1.29 0 4,520 21.25 0 0.00 0 0.00 0.00 O 0.00 0.00 O 0.00 0.00 O 0.00 0 0.00 0 -205 -0.96 0.00 0 0 0.00 0.00 0 21,268 100.00 14,949 100.00 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -476 0 0 0 -751 Coil Peak Percent Tot Sens Of Total Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 -275 7.83 -668 19.04 0 0.00 0 0.00 0 0.00 -943 26.88 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 -20 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0.00 -2,566 -2,566 73.12 0 0.00 0 0.00 -3,337 -3,509 100.00 Main Cig 1.8 Aux Cig 0.0 Opt Vent 0.0 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB /HR ton MBh MBh cfm °F °F gr/lb 21.3 0.0 0.0 Total 1.8 21.3 17.1 0.0 0.0 724 0 0 78.7 65.1 71.2 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr/lb 56.5 55.6 64.7 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft' ( %) 289 0 0 0 0 0 198 12 6 TEMPERATURES Clg Htg SADB 56.5 72.1 Plenum 77.3 67.7 Return 77.3 67.7 Ret/OA 78.7 67.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 80 0 Infll 0 0 Supply 724 724 Mincfm 0 0 Return 724 724 Exhaust 80 0 Rm Exh 0 0 Auxil 0 0 % OA cfm/ft' cfm/ton ft°/ton Btu/hrft No. People ENGINEERING CKS Cooling Heating 11.1 0.0 2.50 2.50 408.29 163.06 73.59 -12.45 4 HEATING COIL SELECTION Capacity Coll Airfl Ent Lvg MBh cfm °F °F Main Htg -3.6 724 65.4 72.1 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -3.6 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 301 - Single RA Unit, SE Corner w/ roof Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air. OADB/WB/HR: Space Sens. + Lat. Btu/h 0 0 0 1,074 158 671 0 0 0 1,904 614 500 307 1,422 297 0 0 Ret Air Sensible Btu/h Ret Air Latent Btu/h 9/13 88/75/108 CLG SPACE PEAK Mo /Hr. 11 / 13 OADB: 81 Net Percent Space Percent Total Of Total Sensible Of Total Btu/h ( %) Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0.00 635 635 11.38 0 0.00 0 1,074 19.24 1,757 46.82 0 158 2.84 76 2.01 220 891 15.95 501 13.34 0 0.00 0 0.00 O 0.00 0 0.00 O 0.00 0 0.00 855 2,759 49.40 2,333 62.18 614 1,229 22.00 614 16.37 500 8.95 250 6.66 0 0 307 5.50 307 8.19 614 0 2,036 36.46 1,172 31.22 -297 0 0.00 248 6.60 0 0 905 16.21 0 0.00 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0.00 0 0.00 0 0.00 -116 0 -116 -2.08 0.00 o o 0 0.00 0.00 3,622 1,056 0 5,584 100.00 3,753 100.00 HEATING COIL PEAK Mo/Hr: 13 / 1 OADB: 47 Space Peak Space Sens Btu/h 0 0 0 0 -275 -524 0 0 0 -798 0 0 0 0 -74 0 0 -872 Coil Peak Tot Sens Btu/h Percent Of Total ( %) 0 0.00 0 0.00 -166 14.27 0 0.00 -275 23.61 -723 62.11 0 0.00 0 0.00 0 0.00 -1,164 100.00 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 0 0.00 0 0.00 -1,164 100.00 Main Cig 0.5 Aux Cig 0.0 Opt Vent 0.0 Total 0.5 COOLING COIL SELECTION Total Capacity Sens Cap. Coll Airfl Enter DBIWB/HR ton MBh MBh cfm °F °F gr/lb 5.6 0.0 0.0 5.6 4.7 0.0 0.0 202 0 0 81.0 65.5 69.2 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBIWB/HR °F °F gr/Ib 58.3 56.6 65.9 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) 180 0 0 180 0 0 216 12 6 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 TEMPERATURES Clg Htg SADB 58.3 71.9 Plenum 80.2 66.7 Return 80.2 66.7 Ret/OA 81.0 66.7 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mlncfm Retum Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 202 0 202 20 0 0 Heating 0 0 202 0 202 0 0 0 OA cfm/ft cfm/ton ft Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 9.9 0.0 1.12 1.12 434.13 386.83 31.02 -6.47 1 HEATING COIL SELECTION Capacity Coil AIM Ent Lvg MBh cfm °F °F Main Htg -1.2 202 64.8 71.9 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -1.2 329 - Single unit, South, Third Fl w/ Roof Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo /Hr. Outside Air. OADB/WB /HR: Space Sens. + Lat. Btu/h Envelope Loads Skylite So Ir 0 Skylite Cond 0 Roof Cond 0 Glass Solar 281 Glass Cond 77 Wall Cond 5,280 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total =_> 5,638 Internal Loads Lights 614 People 500 Misc 307 Sub Total =_> 1,422 Ceiling Load 259 Outside Air 0 Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV /UNDR Sizing 0 Exhaust Heat Terminal Bypass Grand Total => 7,319 Ret. Air Ret. Air Sensible Latent Btu/h Btu/h 11 / 17 81 /70/90 CLG SPACE PEAK Mo/Hr: 11 / 16 OADB: 82 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Net Percent Space Percent Space Peak Coil Peak Percent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %) 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 281 2.85 710 9.94 0 0 0.00 0 77 0.78 85 1.19 -275 -275 7.89 1,820 7,100 71.85 4,930 69.02 -2,371 -3,209 92.11 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0.00 0 0 0.00 1,820 7,458 75.48 5,725 80.15 -2,646 -3,484 100.00 614 1,229 12.43 614 8.60 0 0 0.00 500 5.06 250 3.50 0 0 0.00 0 0 307 3.11 307 4.30 0 0 0.00 614 0 2,036 20.60 1,172 16.40 0 0 0.00 -259 0 0.00 246 3.44 -89 0 0.00 0 0 489 4.95. 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0 0 0.00 -101 0 -101 -1.03 0.00 0 0.00 0 0 0 0.00 0.00 0 0.00 2,074 0 9,881 100.00 7,143 100.00 -2,735 -3,484 100.00 Main Cig Aux Clg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil AirfI Enter DB/WB/HR ton MBh MBh cfm °F °F gr/Ib 0.8 0.0 0.0 9.9 0.0 0.0 0.8 9.9 9.3 0.0 0.0 429 0 0 79.6 64.4 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Leave DB/WB /HR °F °F gr/Ib 60.1 56.9 64.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry_domfitories 01.Ids Floor Part ExFlr Roof Wall AREAS Gross Total Glass R' ( %) 180 0 0 0 0 0 920 12 1 TEMPERATURES Cig Htg SADB 60.1 73.7 Plenum 79.5 66.4 Return 79.5 66.4 Ret/OA 79.6 66.4 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infli Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 20 0 429 0 429 20 0 0 Heating 0 0 429 0 429 0 0 0 % OA cfm/fN cfm/ton ft'/ton Btu/h•ft No. People ENGINEERING CKS Cooling Heating 4.7 0.0 2.38 2.38 521.24 218.60 54.90 -19.35 1 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -3.5 0.0 0.0 0.0 0.0 0.0 -3.5 Coll Airf cfm 429 0 0 0 0 0 Ent °F 65.5 0.0 0.0 0.0 0.0 0.0 Lvg °F 73.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 330 - Double unit, East, 3rd Floor Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. COOLING COIL PEAK Peaked at Time: Mo /Hr: Outside Air. OADB/WB /HR: Space Sens. + Lat. Btu/h Ret. Air Sensible Btu/h Envelope Loads Skylite SoIr 0 0 Skylite Cond 0 0 Roof Cond 0 0 Glass Solar 1,854 0 Glass Cond 97 0 Wall Cond 183 58 Partition 0 Exposed Floor 0 Infiltration 0 Sub Total = => 2,134 58 Internal Loads Lights 870 870 People 1,000 Misc 435 0 Sub Total =_> 2,305 870 Ceiling Load 249 -249 Outside Air 0 0 Sup. Fan Heat Ret. Fan Heat 0 Duct Heat Pkup 0 OV /UNDR Sizing 0 Exhaust Heat -137 Terminal Bypass 0 Grand Total => 4,688 543 Ret. Air Latent Btu /h 8/9 83/74/113 CLG SPACE PEAK Mo /Hr: 8 / 9 OADB: 83 Net Percent Space Percent Space Peak Total Of Total Sensible Of Total Space Sens Btu/h ( %) Btu/h ( %) Btu/h 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 1,854 26.75 1,854 44.27 0 97 1.40 97 2.32 -275 241 3.47 183 4.36 -314 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 2,192 31.63 2,134 50.95 -588 1,741 25.11 870 20.78 0 1,000 14.43 500 11.94 0 0 435 6.28 435 10.39 0 0 3,176 45.81 1,805 43.11 0 0 0.00 249 5.94 -35 0 1,701 24.54 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 -137 -1.98 0.00 0 0 0.00 0.00 0 6,932 100.00 4,188 100.00 -624 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Coil Peak Percent Tot Sens Of Total Btu/h ( %) 0 0.00 0 0.00 0 0.00 0 0.00 -275 38.20 -445 61.80 O 0.00 O 0.00 0 0.00 -720 100.00 O 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 O 0.00 0 0.00 O 0.00 O 0.00 O 0.00 -720 100.00 Main CIg Aux CIg Opt Vent Total COOLING COIL SELECTION Total Capacity Sens Cap. Coil AIrfl Enter DB/WB /HR ton MBh MBh cfm °F °F gr/Ib 0.6 0.0 0.0 6.9 0.0 0.0 0.6 6.9 5.1 0.0 0.0 198 0 0 79.1 65.9 74.6 0.0 0.0 0.0 0.0 0.0 0.0 Leave DBIWB /HR °F °F gr/lb 56.1 54.6 61.5 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( % 255 0 0 0 0 0 136 12 9 TEMPERATURES CIg Htg SADB 56.1 70.8 Plenum 78.1 67.6 Return 78.1 67.6 Ret/OA 79.1 67.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frlct 0.0 0.0 Vent Infil Supply Mincfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 198 0 198 40 0 0 Heating 0 0 198 0 198 0 0 0 % OA cfm/ft' cfm /ton ft Btu/hr•ft No. People ENGINEERING CKS Cooling Heating 20.2 0.0 0.78 0.78 343.05 441.42 27.18 -2.82 2 HEATING COIL SELECTION Capacity Coil Alrfl Ent Lvg MBh cfm °F °F Main Htg -0.7 198 63.4 70.8 Aux Htg 0.0 0 0.0 0.0 Preheat 0.0 0 0.0 0.0 Reheat 0.0 0 0.0 0.0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -0.7 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 400 - Lobby area, 4th Floor Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS\Barry_dormitories 01.Ids Room Checksums By Coltec Engineering, Inc. Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass Grand Total => COOLING COIL PEAK Peaked at Time: Mo /Hr. 8 / 15 Outside Air. OADB/WB/HR: 91 / 78 / 125 Space Ret Air Ret Air Sens. + Lat. Sensible Latent Btu/h Btu/h Btu/h 0 0 0 0 0 3,475 3,518 0 1,344 0 1,453 565 0 0 0 6,314 4,039 2,867 2,867 4,200 1,433 0 8,500 2,867 1,602 -1,602 0 0 16,417 4,177 Net Total Btu/h 0 0 3,475 3,518 1,344 2,017 0 0 0 10,354 5,734 4,200 0 1,433 0 11,367 0 0 10,026 0 0 0 0 0 0 0 -1,127 0 -1,127 0 0 0 Percent Of Total (%) 0.00 0.00 11.35 11.49 4.39 6.59 0.00 0.00 0.00 33.81 18.73 13.72 4.68 37.12 0.00 32.74 0.00 0.00 0.00 0.00 -3.68 0.00 0 30,620 100.00 CLG SPACE PEAK Mo/Hr. 9/10 OADB: 83 HEATING COIL PEAK Mo/Hr. 13 / 1 OADB: 47 Space Percent Space Peak Coll Peak Percent Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 -783 18.66 8,422 49.40 0 0 0.00 697 4.09 -1,924 -1,924 45.84 574 3.36 -1,020 -1,490 35.50 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 0 0.00 9,693 56.86 -2,944 -4,197 100.00 2,867 16.82 0 0 0.00 2,100 12.32 0 0 0.00 1,433 8.41 0 0 0.00 6,400 37.54 0 0 0.00 955 5.60 -291 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 17,048 100.00 -3,234 -4,197 100.00 Total Capacity ton MBh Main CIg 2.6 30.6 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 2.6 30.6 COOLING COIL SELECTION Sens Cap. Coil Aires Enter DBMIB/HR Leave DB/WB/HR MBh cfm °F °F gr/Ib °F °F gr/Ib 21.5 0.0 0.0 790 0 0 83.1 0.0 0.0 67.8 0.0 0.0 77.6 0.0 0.0 55.7 55.6 66.1 0.0 0.0 0.0 0.0 0.0 0.0 Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft ( %) 840 0 0 840 0 0 504 84 17 TEMPERATURES CIg Htg SADB 55.7 71.7 Plenum 81.0 66.9 Retum 81.0 66.9 Ret/OA 83.1 66.9 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mlncfm Return Exhaust Rm Exh Auxil AIRFLOWS Cooling 168 0 790 0 790 168 0 0 Heating 0 0 790 0 790 0 0 0 % OA cfm /ft cfm/ton ft Btu/hrft No. People ENGINEERING CKS Cooling Heating 21.3 0.0 0.94 0.94 309.75 329.20 36.45 -5.00 8 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity MBh -4.2 0.0 0.0 0.0 0.0 0.0 -4.2 Coil Airfl cfm 790 0 0 0 0 0 Ent °F 62.7 0.0 0.0 0.0 0.0 0.0 Lvg °F 71.7 0.0 0.0 0.0 0.0 0.0 TRACE® Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 430 - Double Unit, East 4th Floor Envelope Loads Skylite SoIr Skylite Cond Roof Cond Glass Solar Glass Cond Wail Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Outside Air Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup OV/UNDR Sizing Exhaust Heat Terminal Bypass COOLING COIL PEAK Peaked at Time: Mo /Hr. Outside Air. OADB/WB /HR: Space Sens. + Lat. Btu/h Grand Total => 4,162 Ret. Air Sensible Btu/h O 0 O 0 0 1,043 297 0 192 0 802 247 0 0 0 1,290 1,290 870 870 1,000 435 2,305 566 0 0 0 0 870 0 -566 0 0 0 0 -313 0 0 0 1,282 Ret. Air Latent Btu/h 8/15 91/78/125 Net Total Btu/h 0 0 1,043 297 192 1,049 0 0 0 2,581 1,741 1,000 435 3,176 0 2,387 0 0 0 0 -313 0 Percent Of Total ( %) 0.00 0.00 13.32 3.79 2.45 13.39 0.00 0.00 0.00 32.95 22.23 12.77 5.56 40.55 0.00 30.48 0.00 0.00 0.00 0.00 -3.99 0.00 0 7,831 100.00 CLG SPACE PEAK Mo/Hr. 8 / 9 OADB: 83 HEATING COIL PEAK Mo/Hr. 13/1 OADB: 47 Space Percent Space Peak CoII Peak Percent Sensible Of Total Space Sens Tot Sens Of Total Btu/h ( %) Btu/h Btu/h ( %) 0 0.00 0 0 0.00 0 0.00 0 0 0.00 0 0.00 0 -234 18.15 1,854 42.73 0 0 0.00 97 2.24 -275 -275 21.36 295 6.80 -566 -778 60.48 0 0.00 0 0 0.00 O 0.00 0 0 0.00 O 0.00 0 0 0.00 2,246 51.77 -840 -1,287 100.00 870 20.06 0 0 0.00 500 11.52 0 0 0.00 435 10.03 0 0 0.00 1,805 41.61 0 0 0.00 287 6.62 -117 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0.00 0 0.00 4,339 100.00 -957 -1,287 100.00 Main CIg Aux CIg Opt Vent Total Total Capacity ton MBh 0.7 0.0 0.0 7.8 0.0 0.0 0.7 7.8 COOLING COIL SELECTION Sens Cap. CoII Airfl MBh cfm 5.7 0.0 0.0 204 0 0 Enter DBJ B/HR Leave DB/WB/HR °F °F gr/Ib °F °F gr /lb 83.8 67.8 0.0 0.0 0.0 0.0 76.6 0.0 0.0 55.9 0.0 0.0 55.8 0.0 0.0 66.3 0.0 0.0 Project Name: Student Residence Dataset Name: C:\ CDS\ LOAD32 \PROJECTS\Barry 01.Ids Room Checksums By Coltec Engineering, Inc. Floor Part ExFIr Roof Wall AREAS Gross Total Glass ft' ( %) 255 0 0 255 0 0 232 12 5 TEMPERATURES CIg Htg SADB 55.9 72.2 Plenum 82.0 66.6 Retum 82.0 66.6 Ret/OA 83.8 66.6 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply Mincfm Retum Exhaust Rm Exh Auxil AIRFLOWS Cooling 40 0 204 0 204 40 0 0 Heating 0 0 204 0 204 0 0 0 % OA cfm/ft' cfm/ton ft'lton Btu/hrft' No. People ENGINEERING CKS Cooling Heating 19.6 0.0 0.80 0.80 312.58 390.76 30.71 -5.05 2 Main Htg Aux Htg Preheat Reheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F 1 °F -1.3 204 62.7 72.2 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 -1.3 TRACED Load 700 v3.0 calculated at 09:39 AM on 04/20/2001 Description 430 - Double Unit, East 4th Floor 430 - Typical dbl Rm 4th FI w roof 330 - Double unit, East, 3rd Floor 330 Typical dbl 3rd fl w roof 329 - Single unit, South, Third FI w/ Roof 329 Typical sgi 3rd fl w roof 301 - Single RA Unit, SE Comer w/ roof 301 typical RA unit w roof 400 - Lobby area, 4th Floor 400 Lobby, 4th fl 100 - Lobby area, First Floor 100 B - Office 100 E - Study Room 100 F - Laundry Zone - 001 100 Lobby area, 1st fl Type Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Zone System - Packaged Terminal Air Conditioner Room Room Room Room Zone System - Variable Temperature Constant Volume Protect Name: Student Residence Dataset Name: C:\ CDS\ LOAD32\PROJECTS1Bany 01.Ids ENGINEERING CHECKS .By Coltec Engineering, Inc. COOLING % OA cfm/ft' cfm/ton ft Btu/hrft 19.61 0.80 312.6 390.8 19.61 0.80 312.6 390.8 20.18 0.78 343.0 20.18 0.78 343.0 4.66 2.38 521.2 218.6 54.90 4.66 2.38 4.66 2.38 521.2 218.6 54.90 4.66 2.38 9.90 1.12 434.1 386.8 31.02 9.90 1.12 9.90 1.12 434.1 386.8 31.02 9.90 1.12 21.26 0.94 309.8 329.2 36.45 21.26 0.94 21.26 0.94 309.8 329.2 36.45 21.26 0.94 19.05 43.61 13.65 11.06 16.22 16.22 1.05 0.57 1.14 2.50 1.32 1.32 338.6 218.1 394.1 408.3 360.9 360.9 30.71 19.61 0.80 30.71 19.61 0.80 441.4 27.18 20.18 0.78 441.4 27.18 20.18 0.78 322.6 380.4 344.3 163.1 273.3 273.3 37.20 31.54 34.85 73.59 43.90 43.90 HEATING % OA cfm/ft Btu/hr•ft 19.05 43.61 13.65 11.06 16.22 16.22 1.05 0.57 1.14 2.50 1.32 1.32 -5.05 -5.05 -2.82 -2.82 -19.35 -19.35 -6.47 -6.47 -5.00 -5.00 -5.20 -2.66 -5.67 -12.45 -6.54 -6.54 Floor'Area 25. 255 255 255 180 18 180 1� 8$ 966 e6 28 1,45 1,457 TRACE® Load 700 x3.0 calculated at 09:39 AMl on 04/2012001 FEB -01 -2002 11:57 FROM: 1 JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L. CRISSBY, President DEAN A. THOMAS, Executive Vice President BURNETT 0. PIRSTENNBERGER, Senior. Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART. Treasurer /Secretary DATE: V v L PLEASE DELIVER THE FOLLOWING PAGE (S) TO: C.j //a./ 5 171( FROM: (1LLTD " RE: BEAUCHAMP CONSTRUCTION CO., INC. GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -405 JOB SITE: 305- 892 -9766 /...FAX 305-892-9124 FACSIMILE TELEPHONE NUMBER TRANSMITTING TO: ` fir TOTAL NUMBER OF PAGES INCLUDING THIS COVER SHEET: SHOULD YOU NOT RECEIVE ALL PACES, PLEASE CALL (305) 892 - 9766 1 If OPERATOR _ A/1e,, E,5 FACSIMILE TRANSMISSION COVER SHEET CADOOwnants seuingsvnahnrnlMy Dow me» i TRANSMLs31ON.dac 6 TO:3057568972 P.001/006 TIME: ) i S �• . Vies TEST II 1 2 3 4 5 5000 REGULAR 5 IMININ 72 Mi_ 91708 126931 28.27 allejEfal 28.27 28.27 IIITIZIM 0 3244 4490 0 0 3 7 28 28 28 01/24/2002 01/28/2002 02118/2002 02/18/2002 02118/2002 B B -MOM =NM 1a•Jl•kd irl4J '11 L. =MN NONE NONE 6" 6' 6" 6' 6" TS DO COMPLY YNTFI PROJECT SPECIFICATIONS UNLESS NOTED • FEB -01 -2002 11:57 FROM: EASTCQAST TESTING & ENGINEERING, INC. 4100 North Powerl/ne Rd - Suite G-1 4381 Okeechobee Blvd. - Suite A -5 14 Pompano Beach, Florida 33072 Wes! Palm Beach, Florida 33409 1 Broward 54 972-7145 SOIL - Dade 947 -4788 00 329.7848 SO/ - 361 471.8220 FACSI MILES 9 - 97188 ES TABLISHED 1981 ,COMPRESSIVE STRENGTH OF CONCRE TE CYLIND S LABORATORY NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: SUL S •F ST SPECIFIED STRENGTH (PSI) 'DESIGN MUG' „SLUMP (INCHES) .AIR CONTENT (%) TEMPERATURE OF MIX (F) UNIT WEIGHT (PC TOTAL LOAD (POUNDS) AREA (=INCHES) UNIT LOAD (P8I) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) . CONCLUSION: THE ABOVE TEST RESUL .CONCRETE FURNISHED BY: RINKER 4ICH T1ME: 06 :43 AM STANDARDS FOR METHODS OF TEST : ASTM C-39 RESPECTFULLY SUBMITTED, EASTCO4ST TESTING & ENGINEERING, INC., CRAI+G%S. SMIT I, PRESIDENT D. MARK L ; VP P.E. # 35683 ZO 'd 220286A CUSTOMER NUMBER: BEAUCHAMP BEAUCHAMP 11500 NW 1ST AVENUE, BARRY UN!VERSIT/Y, MIAMI SHORES 2ND FLOOR SLAB CNORTH WING, NORTHWEST CORNER C. MONTGOMERY ON: 01/21/2002 2- CLIENT TO:3057568972 P.002/006 TRVJCK NURSER! TESY /IADE 0? ;00 AM 7569 TICKET NUMBER: 85128646 WEATHER: MOSTLY SUNNY pies Cae.sadpCI CaenlSbut a"se (1) (b) (1 (d) Mawr (e) !!09 : 90 zo- to -pied ESTABLISHED 1981 - COMPRE . SIVE TRENGTH • . ON . RETE TEST CYLI • - LABORATORY NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESULTS OF TESTS: 2202868 CUSTOMER NUMBER: BEAUCHAMP BEAUCHAMP 11500 NW 1ST AVENUE, BARRY UNIVERSITY, MIAMI SHARES 2ND FLOOR SLAB ) NORTH WING CENTER C. MONTGOMERY ON: 01/21/2002 2- CLIENT SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) AIR CONTENT (%) TEMPERATURE OF MIX (P) :UNIT WEIGHT (PCF) TOTAL LOAD (POUNDS) AREA (=INCHES) UNIT LOAD (PSI) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) CONCLUSION: THE ABOVE TEST RESULTS TEST # 1 2 3 4 5 5000 R EGULAR 4.75 i _ - 88877 123089 28,27 28.27 28.27 2&27 28.27 _ 3144 4354 0 0 0 3 7 28 28 28 01/24/2002 01/28/2002 02/18/2002 02/1 8/2002 02/18/2002 C C _ MOISTURE ROOM _ NONE NONE , 6" 6" 6" 6" r i 00 COMPLY w1TN PR OJECT SPECIFICATIONS UNLESS NOTED • CONCRETE FURNISHED BY: RINKER TRUCK NUMBER: OT :51 AM 7912 T=CKETNUMBER: WPATHER: MOSTLY SUNNY 85128652, BATON TIME 07:22 AM TEST MADE: FEB -01 -2002 11:57 FROM: .* EASTCOAST TESTING & 4100 North PoweRlne Rd. - Suite 0-1 Pompano Bausch, Florida 33072 &award 972-7045 SOIL - Dodo 03 847.4788 ENGINEERING, INC. 4381 Okeechobee Blvd. - Suits 8-5 West Pah» Bdech, Rapids 33409 00 328 -78 SOl 61 471.8220 STANDARDS FOR METHODS OF TEST • ASTM C-39 "RESPECTFULLY SUBMITTED, •EAST • ST TESTING & ENGINEERING, INC., CRAT - • . SMITH, P SIDENT SO 'd FACSIMILE # (954 - 9718872 r1■•••••• TO:3057568972 Coot mamma= 6omwstor 61uv (a) la! O (e Comm (el P.003/006 Vt9 = 8O ZO- t o-cleA FEB -01 -2002 11:57 FROM: 9' EASTCOAST TESTING & ENGINEERING, INC. 4100 North PowpRL a Rd. • Suite 04 Pompano Beach, Panda 33079 _ward (954) 972- 7645(SOIL) • Dada1905) 947.4751 4361 Okeechobee Blvd. - Sulk A-3 West Palm Beech, Florida 33409 (800) 329.7645 (SOIL) - (581) 471 -8220 FAGS /MILE d (954) . 971897 ESTABLISHED 1981 OMPRESSIVE STRENGTH F CONCRETE TEST CYLINDERS LABORATORY NUMBER: 220285C CUSTOMER NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESUL . S OF TE SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) IR CONTENT ( %) ?TEMPERATURE OF MIX (F !UNIT WEIGHT (PCF) =TOTAL LOAD (POUNDS) 4RE4 (SQ.INCHES) ;UNIT LOAD (PSI) AGE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK CURING DEFECTS DEVIATIONS DIAMETER (INCHES) BEAUCHAMP BEAUCHAMP 2- CLIENT TS: 5000 REGULAR IN TWINfio NONE NONE STANDARDS FOR METHODS OP TEST : ASTM C-39 '1RESPECTFULL Y SUBMITTED, `;:ASTC ST TESTING & ENGINEERING, INC., 71 . CRAIG'S. SMITH, PRESIDENT 'bo•d 11500 NW 1ST AVENUE, BARRY UNIVERSITIY, MIAMI SHORES C.C. MONTGOMERY ON: 01/21/2002 2141D FLOOR 31..46 @ NORTH WING, SOUTH SIDE TEST # 1 2 111.1111111111 MUM 90200 1304414 28.27 C 8' 28.27 4614 7 01/28/2002 C 6" CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS CONCRETE FURNISHED BY: RINKER TRUCK NUMBER: 159327 BATCH TIME: 08:47 Am TEST MADE: 09:05 414 x I.I TO:3057568972 P.004/006 3 4 2827 0 28 02/1812002 MEI 6" NOTED • TICKET NUMBER: 85128562 WEITHEA: MOSTLY SUNNY 28.27 Cook dud all .1 tt Cud u4 3bu emu (a} (o) (a) Id) 0 28 02/18/2002 6" cunmou (a) 6" VT5 =80 ZO- LO -qad CONCRETE FURNISHED BY: B TIME: NIF STANDARDS FOR METHODS OF TEST : ASTM C-38 RESPECTFULLY SUBMITTED, .EASTC ST TESTING & ENGINEERING, INC, I • ,� =RAIG . MITH, PRISIDENT rt FEB -01 -2002 11:57 FROM: Pompano Satoh, Florida 33073 Broprd 34 972-7445 SOIL - Dada 05) 947 -4768 FACS IMILE a (954 - 9715873 ESTABLISHED 1981 OM RESSIVE ST OF CON CRETE TEST YLJ IDERS LABORATORY NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RESULTS OF TE SPECIFIED STRENGTH (PSI) DESIGN MIX: SLUMP (INCHES) IR CONTENT (%) TEMPERATURE OF MIX (F) UNIT WEIGHT (PCF TOTAL LOAD (POUNDS) AREA (SQ.INCHES) -, ,UNIT LOAD (PS1) AGE OF SPECIMEN (DAYS) )ATE OF BREAK rYPE OF BREAK ZURING DEFECTS , DEVIATIONS DIAMETER (INCHES) SO `d Ts EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powargne Rd, - Suite Cr1 4361 Okeechobee Blvd. - Susie A-3 West Palm Beach, Florida 93409 ( 329 -7545 (SOIL) • (561) 471.6220 TEST # 5000 REGULAR N/F 1 MOISTURE ROO NONE 3046 3 01/24/2002 C NONE 2 4553 7 01/28/2002 C 8" 6" 02/18/2002 6" 2202860 CUSTOMER NUMBER: Cue BEAUCHAMP BEAUCHAMP 1 1500 NW 1ST AVENUE, BARRY UNIVERSITIY, MIAMI SHORES 2ND FLOOR SLAB CLIENT REP 2- CLIENT 8" TO:3057568972 ON: 01/21/2002 0 28 02/16/2002 02118/2002 28.27 CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED • RINKER _ TRUCK NUMBER: NM TEST MADE: NF Cen ail Ow M irl 28 28.27 28.27 TICKET NUMBER: PUP WEATHER: MOSTLY SUNNY Mar 0 Mow ( P.005/006 0 28 v :20 a t -qea FEB -01 -2002 11:58 FROM: 4100 North Powerllne Rd: - Se 04 Pompano Bonk Florida 33073 Browerd 54 872 -?845 SO/ - Dade ' 5 9474768 FACSIMILE 954 - 9718872 ESTABLISHED 1981 GQMPRESSIYE STRENGTJY OF CONCRETE TEST CYLINDERS LABORATORY NUMBER: 220286A CUSTOMER NUMBER: CLIENT: CONTRACTOR: PROJECT: LOCATION OF POUR: SAMPLED BY: REPORTED TO: RE T OF TEST ;SPECIFIED STRENGTH (PSI) :DESIGN MIX: SLUMP (INCHES) ;AIR CONTENT (%) EASTCOAST TESTING & ENGINEERING, INC. BEAUCHAMP BEAUCHAMP 11500 NW 1ST AVENUE, BARRY UNIVERSITIY, MIAMI SHORES 2ND FLOOR SLAB @@ NORTH WING NORTHWEST CORNER C. MONTGOMERY 2- CLIENT TEST 8 REGULAR 5000 5 ON: 01/21/2002 TEMPERATURE OF MIX (F) 72 UNIT WEIGHT (PCF) TOTAL 1.OAD (POUNDS) 91708 REA (SQJNCHES) UNIT LOAD (PSI) GE OF SPECIMEN (DAYS) DATE OF BREAK TYPE OF BREAK 8 CURING MOISTURE ROOM DEFECTS NONE DEVIATIONS NONE DIAMETER (INCHES) 8" 8" ' CONCLUSION: THE ABOVE TEST RESULTS DO COMPLY WITH PROJECT SPECIFICATIONS UNLESS NOTED • :CONCRETE FURNISHED BY: RINKER TRUCK NUMBER: •3ATCHTIME; 06 :43 AM TEST MADE: 07 :00 AM i ;TANDARDS FOR METHODS OP TEST': ASTM C-39 'RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CPA S. SMITH, PRESIDENT D. MARK L. V.P. P.E. # 35883 128931 28.27 28.27 3244 4490 3 T TO:3057568972 P.006/006 4361 Okeechobee Not - Sulfa A4 West Peke Beach, Florida 33409 00 329.7645 SOIL - 561 471 -8220 28.27 0 28 01/24/2002 01/2812002 02/18/2002 02/18/2002 B Core e.e WC Con W Bhen (b) (ol 28.27 0 28 snuff (0 7589 TICKET NUMBER: 85128646 WEATHER: MOSTLY SUNNY Wimpy lei 28.27 0 28 02118/2002 8" W917 :8O ZO-to-qeA y =t_�t v , H a. t to (54EEF " BUILDING 0 ELECTRICAL e PLUMBING ROOFING MECH ❑ Owner of Building li s 1 f' r i Architect 1 A ) _ 1 ' 0 j.. t j) rx 1 ) 1 c`M1 Contractor O B u i l d e r / TE't 2 / ( 0 !1 IA ( o Ir 'y t' 4 n ; 17 - 1 - r � Legal I Lot - - 1 - L,l CJ ; �pti° L. 1 � '9 Ell l Bl. B tdlaress of ) ) 3 y y i n/. 1" . ? . J A) i a PERMIT (C a P..PC 1-3(0) 6 .1?-4 , 12 � .s 7°s(2.4- 6 5006e 9b*. ri MIAMI SHORES VILLAGE, FLORIDA Date + r ; "' 1 ,). 20 C Contractor's License No. 1 • Work to be performed under this Permit )r) 11 l } "i rf _t ' u d- vision Sq.Ft.: 1/ `s el • ) Value of 2 -y C! Project$ . � a 5 .? . 0l 1 le-*" Permit: 7; :. 4 0 i) CCF: ) ' / C7 .1.) Notary: -- ' Bond:.' Radon: Amount of t I %Permit: • / / r This permit is granted to the contractor or builds,; named above to construct the building or to install the equipment o'ir device described' in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be perfotmed in compliace with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further con4ttioii-vpon which this permit is grantecria the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of thgobrdinances and regulations pertaining to the work covered herebj+ whether shown on the plans or drawings or in the statements or specifid'ations . and that he assumes respon sibility for work done by his agents, s ants ormplo F Signed• -�•-a* � ' (INSPECTOR) BY ; 1 In consideration of the issuance to me o this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto nd in strict • nfor ity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this , krmit I ass �. • ; eibility for all work done by either, myself, my agent, servant or employee. 3550A200 10/15/01TDTL 269 A THORITY 1 1 MIAMI -DADE COUNTY, FLORIDA Edward F. Cannon 201 Alhambra Circle, Suite 200 Coral Gables, Florida 33134 DATE ISSUED: NOVEMBER 26, 2001 PERMITTEE: PROJECT DESCRIPTION: PROJECT LOCATION: PERMIT DURATION: Dear Mr. Cannon: E ENVIRONMENTAL RESOURCES MANAGEMENT November 28, 2001 WATER MANAGEMENT DIVISION SUITE 200 33 S.W. 2nd AVENUE MIAMI, FLORIDA 33130 -1540 (305) 372 -6529 FAX (305) 372 -6459 RE: SURFACE WATER MANAGEMENT STANDARD GENERAL PERMIT NO. 13- 01785 -P BARRY COLLEGE THE CONSTRUCTION OF A SURFACE WATER MANAGEMENT SYSTEM TO SERVE 1.88 ACRES OF A STUDENT RESIDENCE KNOWN AS BARRY UNIVERSITY- STUDENT RESIDENCE. 11300 N.W. 2ND AVE. IN S36/TWP52S/R41 E, MIAMI -DADE COUNTY. FIVE YEARS FROM THE DATE ISSUED TO COMPLETE CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM AS AUTHORIZED HEREIN, IN ACCORDANCE WITH RULE 40E- 4.321. FAC. This is to notify you of the Department's action conceming Permit Application No. 011018 -2 dated October 18, 2001. This action is taken pursuant to Rule 40E -1.606 and Chapter 40E -40, Florida Administrative Code (F.A.C.). Based on the information provided, Miami -Dade County and District rules have been adhered to and a Surface Water Management General Permit is in effect for this project subject to: 1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing. 2. the attached Standard Limiting Conditions, 3. the attached Special Conditions, and 4. the attached set of approved plans. Barry College November 28, 2001 Page 2 Should you object to any of these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions conceming this matter. If we do not hear from you in accordance with the "Notice of Rights ", we will assume that you concur with the Miami -Dade County DERM's action. I HEREBY CERTIFY that a "Notice of Rights" has been mailed to this addressee no later than 5.00 p.m. this 28th day of November, 2001, in accordance with Section 120.6(3), Florida Statutes. CC: Edward F. Cannon CERTIFIED MAIL NO.: RETURN RECEIPT REQUESTED REVIEWER: ALEX RETAMAR FIELD INSPECTOR: MAHMOUD ABDALLAH PLAN REVIEW SECTION: DUDLEY BROWN CERTIFICATE OF SERVICE Sincerely, : saac zno1PE., P.L.S. Chief, Water Control Section Barry College November 28, 2001 Page 3 SPECIAL CONDITIONS 1. PROPOSED MINIMUM BUILDING FINISHED FLOOR ELEVATION: +14.5 FEET N.G.V.D. 2. PROVIDE A MINIMUM TOTAL LENGTH OF 350 L.F. OF FRENCH DRAIN FOR THE RETENTION OF RUNOFF GENERATED BY THE 5 -YEAR STORM EVENT. 3. THE PERMITTEE SHALL BE RESPONSIBLE TO ESTABLISH ADEQUATE MEASURES AND CONTROL DURING CONSTRUCTION TO ENSURE THAT SEDIMENTATION ANDIOR TURBIDITY PROBLEMS DO NOT IMPACT ADJACENT FACILITIES. SAID MEASURES SHALL BE USED ALSO TO PREVENT SILTATION OF THE CONSTRUCTED DRAINAGE SYSTEM DURING SITE DEVELOPMENT. 4. THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE THAT ADDITIONAL WATER QUALITY TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE SHOWN TO BE NECESSARY. 5. THE OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY OF BARRY COLLEGE. 6. FACILITIES OTHER THAN THOSE STATED ABOVE SHALL NOT BE CONSTRUCTED WITHOUT AN APPROVED MODIFICATION OF THIS PERMIT. 7. IN ADDITION, THE PERMITTEE SHALL FACILITATE ACCESS TO THE SITE TO PERSONNEL OF THE DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT, WHEN REQUESTED FOR INSPECTION, AT ANYTIME DURING AND AFTER CONSTRUCTION OF THE PERMITTED WORK. 8. ANY FUTURE CHANGES IN LAND USE MAY REQUIRE A SURFACE WATER MANAGEMENT PERMIT MODIFICATION AND ADDITIONAL ENVIRONMENTAL REVIEW BY WATER CONTROL STAFF. PRIOR TO THE PERMITTEE INSTITUTING ANY FUTURE CHANGES NOT AUTHORIZED BY THIS PERMIT, THE PERMITTEE SHALL NOTIFY THE DERM OF SUCH INTENTIONS FOR A DETERMINATION OF ANY NECESSARY PERMIT MODIFICATIONS. 9. A PRECONSTRUCTION MEETING WITH PERMITTEE, CONTRACTOR AND DERM REPRESENTATIVE IS REQUIRED AND MUST BE SCHEDULED 10 DAYS PRIOR TO START OF WORK. CONTACT MAHMOUD ABDALLAH AT (305) 372 -6681 TO ARRANGE THIS MEETING. Barry College November 28, 2001 Page 4 SPECIAL CONDITIONS (CONTINUED) 10. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE PERMITTED ACTMTY, THE PERMITTEE SHALL SUBMIT A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A REGISTERED PROFESSIONAL ENGINEER OR OTHER APPROPRIATE INDIVIDUAL AS AUTHORIZED BY LAW, UTILIZING THE SUPPLIED SURFACE WATER MANAGEMENT PERMIT COMPLETION/CONSTRUCTION CERTIFICATION FORM NO. 0881. THE STATEMENT OF COMPLETION AND CERTIFICATION SHALL BE BASED ON ONSITE OBSERVATION OF CONSTRUCTION OR REVIEW OF ASBUILT DRAWINGS FOR THE PURPOSE OF DETERMINING IF THE WORK WAS COMPLETED IN COMPLIANCE WITH PERMITTED PLANS AND SPECIFICATIONS. THIS SUBMITTAL SHALL SERVE TO NOTIFY THE DERM THAT THE SYSTEM IS READY FOR INSPECTION. ADDITIONALLY, IF DEVIATION FROM THE APPROVED DRAWINGS IS DISCOVERED DURING THE CERTIFICATION PROCESS, A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED MUST ACCOMPANY THE CERTIFICATION. BOTH THE ORIGINAL AND REVISED SPECIFICATIONS MUST BE CLEARLY SHOWN. THE PLANS MUST BE CLEARLY LABELED "ASBUILT" OR "RECORD" DRAWING. A REGISTERED SURVEYOR SHALL CERTIFY ALL SURVEYED DIMENSIONS AND ELEVATIONS. Form 0537 South Florida Water Management District 3/96 GENERAL PERMIT NOTICE OF RIGHTS This Notice of Rights is intended to inform the recipient of the administrative and judicial review which may be available as mandated by section 120.60(3). Rorida Statutes. Be advised that although this notice is intended to be comprehensive. the review procedures set forth herein have been the subject of judicial construction and interpretation which may affect the administrative of judicial review available. Recipients are therefore advised to become familiar with Chapters 120 and 373, Florida Statutes. and the judicial interpretation of the provisions of these chapters. t_ If a substantially affected person objects to the staff's recommendation. that person has the right to request an administrative hearing on the proposed agency action. The substantially affected person may request either a formal or an informal hearing, as set forth below. Failure to comply with the prescribed time periods shall constitute a waiver of the right to a hearing. 2. If a substantially affected person believes a genuine issue of material fact is in dispute. that person may request a formal hearing pursuant to section 120.57(1). Florida Statutes, by filing a petition not later than ~ -F® a. IF NOTICE OF THE APPLICATION WAS PUBUSHED BY THE APPLICANT. within fourteen (14) days aftei mailing of the proposed agency action or b. IF NOTICE OF THE APPLICATION WAS NOT PUBLISHED, within fourteen (14) days after receipt of actual notice. The request for a section 120.57(1), F.S., formal hearing must comply with the requirements of Rule 40E- 1.521. Florida Administrative Code, a copy of which Is attached. Petitions are deemed filed upon receipt by the District. Failure to substantially comply with the provisions of Rule 40E- 1.521, Florida Administrative Code. shall constitute a waiver of the•right to a 120.57(1) hearing. If a petition for administrative hearing is not timely filed, the staff's proposed agency will automatically mature into final agency action. 3. If a substantially affected person believes that no issues of material fact are in dispute. that person may request an informal hearing pursuant to section 120.57(2). F.S., by filing a petition for hearing not later than: a. IF NOTICE OF THE APPLICATION WAS PUBUSHED BY THE APPLICANT. within fourteen (14)days after mailing of the proposed agency action or b. IF NOTICE OF THE APPLICATION WAS NOT PUBLISHED, within fourteen (14) days after receipt of actual notice. A request for informal hearing shall be considered as a waiver of the right to request a formal section 120.57(1). F.S., hearing. A request fora sectiol 120:57(1) F:S., forrifaflteaiing not in stiFifiTnnal compliance wan the provisions of rule 40E 1.521, F.A.C., may be considered by the District as a request for informal hearing. If a petition for administrative hearing is not timely filed, the staff's proposed agency action will automatically mature into final agency action. 4. Pursuant to section 373.114, Florida Statutes, a party to the proceeding below may seek review of a Flnal Order rendered on the permit application before the Land and Water Adjudicatory Commission, as provided therein. Review under this section']initiated by filing a request for review with the Land and Water Adjudicatory Commission and serving a copy of the Departrtment of Environmental Protection and any person named in the order within 20 days after rendering of the District's Order. However. when the order to be reviewed has statewide or regional significance, as determined by the Land and Water Adjudicatory Commission within 60 days after receipt of a request for review. the commission may accept a request for review from any affected person within 30 days after the rendering of the order. Review under section 373.114, Florida Statutes, is limited solely to a determination of consistency with the provisions and purposes of Chapter 373, Florida Statutes. This review is appellate in nature and limited to the record below. 5- A party who Is adversely affected by final agency action on the permit application is entitled to judicial review in the District Court of Appeal pursuant to section 120.68. Florida Statutes, as provided therein. Review under Section 120.68, Florida Statutes in the District Court of Appeal is initiated by filing a petition in the appropriate District Court of Appeal in accordance with Rorida rule of appellate Procedure 9.110. The Notice of Appeal must be filed within 30 days of the final agency action. 6. Section 373.617(2). Florida Statutes. provides: Any person substantially affected by a final action of any agency with respect to a permit may seek review within 90 days of the rendering of such decision and request monetary damages and other relief in the circuit court in the judicial circuit in which the affected property is located; however, circuit court review shall be confined solely to determining whether final agency action is an unreasonable exercise of the state's police power constituting a taking without just compensation. Review of final agency action for the purpose of determining whether the action is in accordance with existing statutes or rules and based on component substantial evidence shall proceed in accordance with Chapter 120. 7. Please be advised that exhaustion of administrative remedies is generally a prerequisite to appeal to the District Court of Appeal or the seeking of Circuit Court review of final agency action by the District on the permit application. There are, however. exceptions to the exhaustion requirement. The applicant is advised to consult the case taw as to the requirements of exhaustion exceptions. LIMITING CONDITIONS 1. THE PERMITTEE SHALL IMPLEMENT THE WORK AUTHORIZED IN A MANNER AS TO MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH, WILDLIFE, NATURAL ENVIRONMENTAL VALUES, AND WATER QUALITY. THE PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES, TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS. 2. WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY OR INTO SURFACE WATERS OF THE STATE WILL BE SUBMITTED TO THE DADE COUNTY DERM AS REQUIRED BY SECTION 5 . 9 , "BASIS REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN SOUTH FLORIDA WATER MANAGEMENT DISTRICT - MARCH, 1994." PARAMETERS TO BE MONITORED MAY INCLUDE THOSE- LISTED IN CHAPTER 62 -302, F.A.C. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL PROVIDE DATA ON VOLUMES OF WATER DISCHARGED, INCLUDING TOTAL VOLUME DISCHARGED DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE PROPERTY OR INTO SURFACE OF THE STATE. 3. THIS PERMIT SHALL NOT RELIEVE THE PERMITTEE OF ANY OBLIGATION TO OBTAIN NECESSARY FEDERAL, STATE, LOCAL OR SPECIAL DISTRICT APPROVALS. 4. THE OPERATION PHASE OF THIS PERMIT WILL NOT BECOME EFFECTIVE UNTIL DADE COUNTY DERM'S ACCEPTANCE OF CERTIFICATION OF THE COMPLETE SURFACE WATER MANAGEMENT SYSTEM. 5. ALL ROAD ELEVATIONS SHALL BE SET IN ACCORDANCE WITH THE CRITERIA SET FORTH IN CHAPTER 11 C OF THE METROPOLITAN DADE COUNTY CODE. 6. ALL BUILDING FLOOR ELEVATIONS SHALL BE SET IN ACCORDANCE WITH THE CRITERIA SET FORTH IN SECTION 6.4, "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN SOUTH FLORIDA WATER MANAGEMENT DISTRICT - MARCH, 1994 ". 7. OFF -SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT WILL BE MADE ONLY THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT. 8. A PERMIT TRANSFER TO THE OPERATION PHASE SHALL NOT OCCUR UNTIL A RESPONSIBLE ENTITY MEETING THE REQUIREMENT IN SECTION 9.0, "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN SOUTH FLORIDA WATER MANAGEMENT DISTRICT - MARCH, 1994," HAS BEEN ESTABLISHED TO OPERATION AND MAINTAIN THE SYSTEM. THE ENTITY MUST BE PROVIDED WITH SUFFICIENT OWNERSHIP OR LEGAL INTEREST SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT FACILITIES AUTHORIZED HEREIN. 9. THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER 40E -4, FAC. 10. THE PERMITTEE SHALL HOLD AND SAVE DADE COUNTY HARMLESS FROM ANY AND ALL DAMAGES, CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE CONSTRUCTION, OPERATION, MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY THE PERMIT. 11. THIS PERMIT IS ISSUED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH REASONABLY DEMONSTRATES THAT ADVERSE WATER RESOURCE RELATED IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY. SHOULD LIMITING CONDITIONS PAGE (2) ANY ADVERSE IMPACTS CAUSED BY THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM OCCUR, DERM WILL REQUIRE THE PERMITTEE TO PROVIDE APPROPRIATE MITIGATION TO DERM OR OTHER IMPACTED PARTY. DERM WILL REQUIRE THE PERMITTEE TO MODIFY THE SURFACE WATER MANAGEMENT SYSTEM, IF NECESSARY, TO ELIMINATE THE CAUSE OF THE ADVERSE IMPACTS. 12. WITHIN 30 DAYS OF ISSUANCE OF THIS PERMIT, THE PERMITTEE OR AUTHORIZED AGENT SHALL NOTIFY DERM (VIA THE SUPPLIED CONSTRUCTION COMMENCEMENT NOTICE OR EQUIVALENT) OF THE ACTUAL 'OR ANTICIPATED CONSTRUCTION START DATE AND THE EXPECTED COMPLETION DATE. 13. WHEN THE DURATION OF CONSTRUCTION EXCEEDS ONE YEAR, THE PERMITTEE OR AUTHORIZED AGENT SHALL SUBMIT CONSTRUCTION STATUS REPORTS ON AN ANNUAL BASIS (VIA THE SUPPLIED ANNUAL STATUS REPORT OR EQUIVALENT) BEGINNING ONE YEAR AFTER THE INITIAL COMMENCEMENT OF CONSTRUCTION. 14. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE PERMITTEE OR AUTHORIZED AGENT SHALL FILE A WRITTEN STATEMENT OF COMPLETION AND CERTIFICATION BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. THESE STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CONSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AN SPECIFICATIONS APPROVED BY DERM (VIA THE SUPPLIED CONSTRUCTION COMPLETION /CONSTRUCTION CERTIFICATION OR EQUIVALENT). THE CONSTRUCTION COMPLETION CERTIFICATION MUST INCLUDE, AT A MINIMUM, EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE COMPONENTS OF THE WATER MANAGEMENT FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED DRAWING ARE DISCOVERED DURING THE CERTIFICATION PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS NOTED. 15. WITHIN 30 DAYS OF SALE, CONVEYANCE OR OTHER TRANSFER OF ANY OF THE LAND WHICH IS PROPOSED FOR DEVELOPMENT UNDER THE AUTHORIZATION OF THIS PERMIT, THE PERMITTEE SHALL NOTIFY DERM OF SUCH TRANSFER IN WRITING VIA EITHER FORM 0483, REQUEST FOR PERMIT TRANSFER; OR FORM 0920, REQUEST FOR TRANSFER OF SURFACE WATER MANAGEMENT CONSTRUCTION PHASE TO OPERATION PHASE (TO BE COMPLETED AND SUBMITTED BY THE OPERATING ENTITY), IN ACCORDANCE WITH SECTIONS 40E- 1.6105 AND 40E- 4.351, F.A.C. 16. A PRORATED SHARE OF SURFACE WATER MANAGEMENT RETENTION /DETENTION AREAS, SUFFICIENT TO PROVIDE THE REQUIRED FLOOD PROTECTION AND WATER QUALITY TREATMENT, MUST BE PROVIDED PRIOR TO OCCUPANCY OF ANY BUILDING OR RESIDENCE. 17. A STABLE, PERMANENT AND ACCESSIBLE ELEVATION REFERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED (100) FEET OF ALL PERMITTED DISCHARGE STRUCTURES NO LATER THAN THE SUBMISSION OF THE CERTIFICATION REPORT. THE LOCATION OF THE ELEVATION REFERENCE MUST BE NOTED ON OR WITH THE CERTIFICATION REPORT. 18. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF -SITE WATER RESOURCE RELATED IMPACTS DO NOT OCCUR DURING CONSTRUCTION. 19. THE PERMITTEE MUST OBTAIN A DEWATERING PERMIT PRIOR TO CONSTRUCTION DEWATERING. MIAMI -DADE COUNTY, FLORIDA DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT ENVIRONMENTAL RESOURCES MANAGEMENT WATER CONTROL SECTION SUITE 200 33 S.W. 2nd AVENUE MIAMI, FLORIDA 33130 -1540 (305) 372 -6681 CONSTRUCTION COMPLETION /CONSTRUCTION CERTIFICATION PROJECT: GENERAL PERMIT NO.: 13- -P LOCATION: DADE COUNTY, S /T S/ R E I HEREBY NOTIFY THE DERM WATER CONTROL SECTION OF THE COMPLETION OF CONSTRUCTION OF ALL THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES FOR THE ABOVE REFERENCED PROJECT AND CERTIFY THAT THEY HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS SPECIFICATIONS PERMITTED BY THE DERM. (A COPY OF THE APPROVED PERMIT DRAWINGS IS ATTACHED WITH DEVIATIONS NOTED, IF APPLICABLE.) I HEREBY AFFIX MY SEAL THIS DAY OF , 200_ (REFERENCE 373.117M 373.419, F.S.). Engineer's Signature and Seal Date Name (Please Print) FL Registration No. MIAMI - DADE COUNTY. FLORIDA DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT CONSTRUCTION COMMENCEMENT NOTICE DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT 33 S.W. 2ND AVENUE - SUITE 200 MIAMI, FLORIDA 33130 -1540 PROJECT: PHASE: I hereby notify the DERM Water Control Section that construction of the surface water ' management system, authorized by Surface Water Management Permit No. under Application No. has commenced/is expected to commence on 200 or will require a duration of approximately months /weeks days to complete. It is understood that, should the construction term extend beyond one year, 1 am obligated to submit the Annual Status Report for Surface Water Management System Construction (Reference Form #961) to the DERM. PLEASE NOTE: If the actual construction commencement date is not known, DERM staff should be so notified in writing in order to satisfy permit conditions. Phone Permittee's or Authorized Agent Title and Company Date ENVIRONMENTAL RESOURCES MANAGEMENT WATER CONTROL SECTION SUITE 200 33 S.W. 2nd AVENUE MIAMI, FLORIDA 33130 -1540 (305) 372-6681 M I A%i I-OADE on * page 3. RUG §0 2001 3:27PM GLRSSTECH ENGINEERING INC 305 599 2730 PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum & Glass L.C. CONTRACTOR LICENSING SECTION 10200 NW 67 Street (305) 375 -2527 FAX (305) 375 -2558 Tamarac FL 33321 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Medium Stile Aluminum Storefront Doors - Impact Resistant under Chapter 8.of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W98 -73, Sheets 1 thru 5 of 5. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions This approval shall not be valid after the expiration date stated below. The - Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 0529.05 Product Control Supervisor • THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. • Approved: 10/22/98 -1- Internet mail address: postmaster ebuildingcodeooline.com MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 • Rampage: blip : / /www.buildingcodeouline.com p.8 s anger, Director Building Code Compliance Dept. Metropolitan Dade County RUG 30 2001 3:27PM GLASSTECH ENGINEERING INC 305 599 2730 ®. Arch Aluminum & Glass L.C. ACCEPTANCE No.: 97- 0529.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum outswing storefront door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -73, titled "Medium Stile Impact Alum. Entrance Door" Sheets ._1 _through_ 5 of 5 dated 09/11/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. ° 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statement: "Miami -Dade County Product Control Approved ", 6. BUILDING PERMIT REQUIREMENTS 61 Application for building permit shall Lie accern 6 - 1 Dhis Notice &'f cep ''e - 2a- IVI el erez, P.E. Prod jf ontrol Examiner Pro Control Division P. 9 OCT 9 2 ifl g q ocT 22zoo1 RUG 30 2001 3:27PM GLASSTECH ENGINEERING INC 305 599 2730 p.10 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: . a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. Arch Aluminum & Glass L.C. ACCEPTANCE No.: a APPROVED EXPIRES 97- 0529.05 OCT 2 2 1998 OCT 2 2 20a1 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. • 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at %11 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. lLl4 Man el Perez, P.E. Product ontrol Examiner Pro Control Division END OF THIS ACCEPTANCE - 3 - I, F v i POOH 3111 _ PRNE w5Rm 70 I/2 OA.OPC. ' •xwi .9 O i/2' mAX. F PRNE w5Rm 70 I/2 OA.OPC. ' •xwi .9 9$ fM7131 31M1! �i /t f9 »O MM !BI la 1 Alts r O - • cc 4 4, c• 71 11 TYPICAL, FLEYATLON ( O/XX ) TESTED UNIT LOCH OPTIONS; INOL8 L EAV >DOngg; ALL SNNGIE LEAF DOORS TO 8E FITTED WITH 3 POINT LOCK Doom ERAS' DOW ACTIVE LEAF; THREE POR41 LOCK SYSTEM WITH 8 PLY HOOK LOCK DOLT ADAMS RITE ND. 4015 & 4016. KEY OPERATED ON EXTERIOR AND THUMB —TURN ON INTERIOR. LOCATED AT 34' FROM BOTTOM OF PANEL INACTIVE LEAF; TWO POINT LOCK SYSTEM ADAMS RITE N0. 1880 WRH THUMB TURN ON THE INTERIOR. LOCATED AT 34' FROM BOTTOM OF PANEL f � L ADOMERAL NOW CON tNSTALIAT10t6 INTO E000 STRUC URE 0A now 9000 131X XS ON MALE ohm T M 74 1/2' WA. FRAME WIDTH 3 I6' OIA'SS MEAT 0ft0 .000 MERMEN MONSANTO POLYMINYI. RYMCIL 3/16' GLASS HEAT SIRpi0TNEg2O SIl�Z DETAIL 74 1 /2• YAN. ( 0/X ) ( xX) MAX. QESIGN LOADS - + 60.0 PSF - 60.0 PSF THIS PRODUCT RATED FOR LARGE MISSILE IMPACT ' SHUTTERS NOT REQUIRED NOTES: L 1466 BTRUCTuRE 14 MIMED AS PER THE SOLER FLWmm WILMS CODE id R T ASCE 77� 4445140 O/ 00i SAON0 LOADS. WIND 1)30.05 a. 0000 14144(4 EN 0RR26i. MUST BE ANCl40REO P4 4ERLY Te TAAWMR LOADS TO 1148 SIRUG1URE. 3. ANCmORS SHALL BE As LISTED. SPACED AS 514014 ON G800.9. ANCHOR EMBEDMENT 10 BASE MATERIAL SHALL 04 BEMIS) WALL ORESBMO oR STUCCO. . 4. ALL STEEL IN comm. W(ni ALLMAN TO BE PLATED OR PADDED. BIZIJIAE • 16 SEE OETAS. ti' FOR ANCHOR • 36 1/2' MAY. 1/2 s 1 / 2 ' • ( x APORDIRS TLS CiRO!vs.0 'AI N DE 0110A 6(4(01.1 IL q8 . •n .:sc� BON= CC•O C.- L,ASEE OTFKE A8FPTea••' QS' OS MAIL sheet 1 Of 53 *- 305 599 2730 z I-I E 0 OJ N C TYPICAL WW2- JJ _ .1 WOO AtOIS rl yy +e- I tTPICAI mows 4 G • 8UMPER THRESHOLD TO HUM I I tia TO MASONRY CUTER AIICIOSS OP 2 AY - RTa STILE 2-V2• aG • S TYPICAL ANOVLS UY OR 2/Y TYPICAL ANCIOn - VI00 MACS ,i y TIEICALAIIIMM srE EaEI. FOR A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 14 SITS OR 1/e TAPCONS WITH 1 -1/2' MIN. TOTAL. EMBED. B. INTO IBY W000 BUCKS OR INTO MASONRY I/4' D1A. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY mum= FRAME AND PANEL CORNERS, INSTALLATION SCREWS ANO M.L. METAL PARTS CONNECTIONS SEALED WITH ALUMINUM COLORED SEALANT 'NOW 00FININC 995.' W000 BUCKS NOT BY ARCH ALUMINUM. MUST SUSTMN LOADS IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM TO THE B&flWINC STRUCTURE, 4 • APPS As C^.+•°oac mil THE SOyilf , : W, Imr' ;7A 115 :3 47 AcCEFV••• • : • i 5 Cr) U 1—t C 1/ PAU 1WIt6HE9 AS -H...tr "•6 1:1H P.E: HEM !Oh E.'..'` ME� *rowing no. W98 -73 11. flitidESDENEB DIRESHOL1) CORNER 12 X fve FLAT REIS COMO GOWNS SCREWS 1 t4 X 1-1/r ms 0 ZENELEASIJRAIES OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL / OP-180 (AT EACH END) INTERMEDIATE CAST ALUmaaltA HINGES j IP-1900 (AT IMOSPAN OF E/434 LEAF) flc fflNGE OP'f101iat 4-1/2" BRASS RUIT logs I HAGER # 23439 • 7" FROM TOP CORNER 12 FROM BOTTOM CORNER ONE AT MIDSPAN WiNMEN35146E =MR= RA. Pt law L11587.81.1220M1911149XECEE ; CONTINUOUS gamma' Rona. HINGE HAGER 1 780-112 FASTENED 10 FRAME JAMB AND TO JAMB STLE WITH (97) TOTAL SCREWS ON 8/0 DOORS MTH (25) TOTAL SCREWS ON 8/8 & 7/0 DOORSS Owes As comic Wfll uit 111111.046 CODE ccsak.sm2 moms ma I /- oca t a 8 1 k droning no. W98-73 shad 4 5 0 doming Ao. W98 -73 .070 .25e- HEAD & JAMB r i--- toe .J 0 SHEAR BLOCK 1 .7 F- 1.790 -'-1 0008 STOP .710 GLASS STOP FIXED UTE —.727 TOP RAIL 1313 010 1 .733 .723 1.220 1 L 7.33e 1. r ---3s1e 024 ® ACTIVE STILE 1I HINGE STILE 5.000 1 V 1.244+ aOTTOM RAIL .lee 3e3 4.000 OO SADDLE THRESHOLD .113 9.300 A O 0- EXT. GLASS STOP TNT. GLASS STOP 0 BU►APER THRESHOLD 015 0 3013 1 1 3 4 0 4 7 tEarNTOtTV1374 KUM DTAD 6 44.0951 VOLE 905)1L6 005t 3100 WADER > T IS e O 13 N 5 >6 2-98 Ir44C 3011 5 r 15 IS ra 23 E4 23 06 17 r 29 13 31 32 33 rat V1004 990 1240 50 4$S 4-43 3104 n 3033 1 41104 AW'02 1-19 1136 650073 005004.73 *133 1-P6E 543 700.004 4-06 144 1061 4-0600 0106 V LLAr 4/ LW 4/ LW AS 2601. 03 AEI. 3 I/ NIP VP u rac9 u7c V MIN OW aT ROD. 4/ LOG AT RSQR V LCA2 A3000. 03 ROD. 61 Wu. 42006 2/ LEAS V LW V ACT1 E LW V 1710CTIV4 LEAP 03 ROW 3/ L67r v L4Ar 1/ LSAT V AS WOO. 0- TO' UR. 0A1E140t MAU STN 2ii0102 MASS TTO0 TAPE 11/2' S VW) wPosi IPrD4e y131E -M 0ARET 04.110 soot THE (3/! 3 114 30342 IJTC Mat 3TOP 1004 are R Vr1' 132701 INO. 4 OX e' FLAT KW liCREVIC 4 l0 X 3/4' PLAT IUCAO 356V fci'1306 ROCK Vr 1145.050 ROD 911144 NW ' FOIE *TUC ATTTV[ 31UE • 111CTIVC 3T1LE PLC venia11TU:PODi 4051 X .30010 4 - Va' X 4' NIT 44* ASTON 0361C T00 6 102101 423131 PIVOT 3€1 244001 e<TSCT MOT V ■FIFER 7105010.0 I11.3 V4AT1a1ST23'PD& 4004 WI AT 42 - V8' V4 003700 ' f v, OA.:44003I13 95000 maws • 1..061.3 17737 P 17 mum awrommixiMatia - 6063 -35 6043 -T3 .4063-13 OILICOit 4043 -1O 6267 -T3 6063 -TO NiVirpc 1062-19 6023 -T2 6403 -1! 1106.1.36 6163 -T7 6063 -12 6063 -T3 603133 11.11490.14 6663 -IS voes. 6063 -15 6067 -R 001031 ALW AR04 M.V4 ARCH RUM NORT01 ROM ARCH AWN 405111 ARM MIM 1101 0501 ALIM AT 01' IC 773. 3PACI*4 Ar 3' 1'4303 men 6 . _ O�c IRavolsAL 1113 0004 MOM ARCH 46.41) 007631 ALUM *3 06.101 S 501394 _ � INTL. 1701I0.1331.4* � POR10 POW 01.1554.04 01013 INC. ARCH ALIM PILL 10111111 AT 42 v8' 3101 10TTON AT 3' 710614 COMM 6 e4 MC. 10 X 1-1/4' PLAT *4AD S(ALV1 61433YFJ AS 4013147410 0 171( 4071* (fID6 2110.0110 CCU 037 ft 620 . 141. BT 77,/9/1.1,097; �ACR ' V& ON 0714.011/ 64 -. COWL 9444 013444 ACCEPTING' II elSa 9.0 . 8 1 9 M IAM I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0403.07 (Revises No.: 98- 1222.02) Expires:04/22/2002 Approved: 06/02/2000 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Series 2000 Aluminum Single Hung Windows - Non Impact and Impact Resistant. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: bttp : / /www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces the Notice of Acceptance No. 98- 1222.02 which was issued on April 22, 1999. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 2000 Aluminum Single Hung Window — Non - Impact & Impact Resistant and its components shall be constructed . in strict compliance with the following documents: Drawing No SH98 -04, titled "Series 2000 Aluminum Single Hung Window" Sheets 1 through 5 of 5, dated 3/25/99, revised on 3/25/00, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size for the different non - impact window options, see "Comparative Analysis Chart" tables in sheet 1 of approved drawings. For Design Pressure Rating of large missile impact windows see Design Pressure Rating in sheet 5. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the Sour 'dal Building Code (SFBC) in order to properly evaluate the install . ion o this syst Man el Perez, P.E. 'rodu Co trol Examiner Prod = ' •ntrol Division 2 of 3 ACCEPTANCE No.: 00- 0403.07 APPROVED JUN 0 2 2000 EXPIRES : April 22, 2002 Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 00- 0403.07 APPROVED JUN 0 2 2000 EXPIRES April 22, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and thi last pa Manu- Perez, P.E. Product Examiner Produ of Division END OF THIS ACCEPTANCE 3 of DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION ANCHOR SCHEDULE LIGHT DUTY MEDIUM DUTY HEAVY DUTY (W/ STEEL REINFORCEMENT) 3/16" TAPCONS 3/16" - ANNEAL GLASS 3/16' GLASS 1 /4• -ANN. GLASS PER HEAD AND SRL PER JAMB DEB- ANN. GLASS 3/16" ANN. GLASS 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/5' 26' 2 3 60.7 87.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37" 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 531/8' 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0 122.5 98.0 184.8 191/8' 38 3/8' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2° 2 60.7 67.5 80.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3 80.7 87.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5. 98.0 184.8 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 50 5/6 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2 60.7 67.5 80.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 80.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 1/6" 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 191/6• L2_. 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 80.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1/6' 4 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 19 1/6" 74 1/4" 2 5 60.7 87.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 1/2" 2 60.7 67.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184:8 37' 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 EVSED TEST x--53 1% X 663" (1 OVER 1) TEST LOAD +70.0 - 70.0 PSF DESK,N LOADS- +45.7 -46.7 PSF WATER INF1LTMI1ON TEST- 9.1 PSF TESTED OLASS■ DSB ANNEALED i�s�- X 83 +1 1/5" x 83105" (1 04RF 1 TEST LOADS- +05.0 - PSF DESKON LOADS- +70.0 -70.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED OLASS■ 3/16' ANNEALED 7 SIZE- 53 +1 1/8 0 X e3" 16 (1 0 01 ER 1) TEST LOADS 58.0 P DESIGN LOADS- +98.0 -104.0 PSF WATER INFILTRAT1ON TEST- 14.7 PSF TESTED CLASS- 3/18' ANNEALED CO 11 11 11 H H 11 11 H H 11 11 11 11 11 II Ii 11 11 11 11 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 2 ,� PROD CONT' IL DIVISION , BUIL' IDE COMPLIANCE OFFICE ACCEPTANCE NO. - 0 4 D 3.0 9 HEAD ANCHORS SEE CHART 21" MAX. I 1 6" MAX. WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED a- as -DO FRANCISCO HERNANOEZ FL PEt 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Maas Hialeah, Flardka 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 Drown B JN Date: 3 -25 -99 scale 1 /2 " = 1 Rewlaron'a -25 -0Q Lim ORAWgr6 N0. SH98 -04 SHEET 1 OF 5 JAMB ANCHORS SEE CHART WINDOW HEIGHT DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED STANDARD SILL 3" HIGH SILL PER HEAD AND ELL P111:JAMa 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. 191/8' 28" 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 26 1/2' 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 531/8' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/8" 38 3/8 2 86.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 251/2' 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 53 1/8' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 191/8' so 5/8' 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 281/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 !3 1 /e" 4 66.7 83.8 68.7 92.3 75.0 83.8 75.0 92.3 19 1/8' 2 6 66.7 173.2 68.7 300.0 75.0 173.2 75.0 300.0 26 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 37" 3 68.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53 1/8' 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19 1/8' '41/4" 2 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 251/2" 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 37' 3 66.7 85.8 68.7 155.0 75.0 85.8 75.0 155.0 53 1/8' 4 66.7 69.8 66.7 75.0 69.8 69.8 75.0 75.0 BASED ON FTL -1837 DATED 11 -19 -97 TEST SIZE= 53 1/8" X 74 1/4" (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3" HIGH SILL TESTED GLASS= 1/4' TEMPERED HEAD ANCHORS SEE CHART 14 MAX. 0 11 11 11 II 11 11 1/4" TEMPEREDIIIGLASS I I 11 4e. JL -Ir -r II 11 �� II 41 11 il 11 II 11 II / II 11 II II 11 1 it 1/4" f OPEREDIIGLASS JL JL it II WINDOW WIDTH 14 MAX. SILL ANCHORS SEE CHART APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE p•, _ d2 BY PROD T ROL DIVISION BUIL CODE COMPLIANCE OFFICE ACCEPTANCE NO clo"044)3407- � TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Za -Z5 -Op FRANCISCO HERNANDEZ FL PE, 51393 ITEMS PARTS YEQD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW -52101 1 FRAME SILL 6083 -T5 4 SW -015 1 MEETING RAIL 6083 -T5 5 SW -017 1 SASH TOP RAIL 6083 -T5 8 SW -43355 1 SASH BOTTOM RAIL 6083 -T5 7 SW -40771 1 3' RISER 6063 -T5 9 SW -AS 14 ASSEMBLY SCREWS # 8X1' PH PHIWP CRS 11 SW -887 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6083 -T5 17 SW -3082 AS ROD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3' RISER 8083 -T5 19 SW -40770 1 BOTTOM RAIL/3"RISER 8083 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 8083 -T5 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. F1arlda 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 a; c c 1 c 1 • CANIN ILILE N 1/ § 4 2 1 M ii i - ei ; ni-C2 R / ro) i i co Drawn E• JN Data: 3 -25 -99 scaly 1 /2 " =1 " r RsMdon: Widen: r DRAWING NO. SH98 -04 SHEET 30F5 . • 1• LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING 3/4' X 3/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 02 BY' I ,04 PRODU CO OL DIVISION ?ICE BUILDING CODE COMPLIANCE ACCEPTANCE NO f70 - 04 0 3.0 TYPICAL ANCHORS SEE ELEVATION FOR SPACING ANCHORS: INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/16' OR 1/4" TAPCONS WITH 1 1/2" MIN. PENETRATION INTO WOOD INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/18' OR 1/4' TAPCONS WITH 1 1/4" MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 1/2" WEEP SLOTS AT EACH END . : .. • •. • ! : , • •t t WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE • • a • 4 MEDIUM AND HEAVY DUTY 5/8" X 5/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY M o to 1/2' WEEP SLOTS AT EACH END MATERIAL LIST (VERTICAL SECTION) 1 BY OR 2 BY WOOD BUCK 2' SILL LATCH 1/2" WEEP SLOTS AT EACH END 5 -2 6 -00 FRANCISCO HERNANDEZ FL PEA 51393 1 BY OR 2 WOOD BUCK LIGHT DUTY MEDIUM AND HEAVY D frit/ /19242 .1 PART 8 READ. DICRIIPT1ON MATERIAL 3 SW -011 2 FRAME JAMB 6063 -T5 8 SW -012 2 SASH SIDE RAIL 6063 -T5 10 SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 16 SW -540 2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 1 BY OR 2 BY rWOOD BUCK HORIZONTAL SECTION MATERIAL LIST (HORIZONTAL SECTION) TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAE - O Z : D o BY _ PRODUt CO 'L DIVISION BUILDI CODE COMPLIANCE OFFICE 4CCEPTANCE NO 00 04 0 3.04- 2.127 0.082 �-- 2.078 ----I FRAME SILL SW -52101 6063 -T5 2.314 2.375 FRAME JAMB SW -011 6063-15 1 1.250 £1 2.077 -- J FRAME SILL SW -013 6083 -T5 1.437 �--��- 0.592 T 1.000 1 0.050 0810k- SASH SIDE RAIL SW -012 6063 -T5 1.828 3.250 - 1.000 SASH BOTTOM RAIL SW -40770 8083 -T5 LATCH BOTTON RAIL SW -43353 6063-15 0.078 �{ F 3.062 1.5090 SILL RISER SW -40771 8083 -T5 1 1.312 •- 2.062 - 0.050 ( l 1 0.812 FRAME HEAD SW -014 6063-15 SASH BOTTOM RAIL SW -43355 6083 -T5 � - 0.394 0.395 1 GLAZING STOP SW -018 6063 -T5 0.812 1.750 2.125 MEETING RAIL SW -015 6063 -T5 1.250 _L 1.875 1.625 --� 0.080 jt 0.812 k-- SASH TOP RAIL SW -017 8083 -T5 3-25-00 FRANCISCO HERNANDEZ FL PEI 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hid.ah. FI.rWo 33012 Ph: 000)M4-9952 Fax: -5118 Drawn*. JN Date: 3 -25 -99 sad.: 1 /2 " =1 " -25 -Op Ravidon: DRAWING NO. SH98 -04 SHEET 40F5 WINDOW HEIGHT ANCHORS PER JAMB 26" 2 3 38 3 /B" 3 4 50 5/8 4 5 . 63"_ - • 8 -.. 73 3/4" 3 8 . WINDOW WIDTH 7 25 g °- 1 191/8" 2 28 1/2" 3 37" FRAME HEAD 4 53 1/8" 5 FRAME SILL 6063 -T5 3 ITEM # PAT 1 REQD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW52101 1 FRAME SILL 6063 -T5 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6063 -T5 6 3N4335E 1 SASH BOTTOM RAIL 6063 -15 7 SW8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 -T5 9 SW -AS AS REQ ASSEMBLY SCREWS il' 8X1" PH PHIWP CRS 10 3W8202A 4/VENT FACE GUIDES NYLON 11 SW43352 2/VENT LATCH 6063 -T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 - AS RQD SIUCONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 18 SW540 2 SPIRAL BALANCE ALUMINUM 0 0 3/4" x 3/8" STEEL BAR • ••4. • • , .;•X1, ... ems 2 r a 1/2" WEEP SLOTS AT EACH END ITYIl.11L ANk,numa • •• VERTICAL SECTION LATCH OPTION s co 2 M VI In APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. •° 7-0hL 02- o BY ITY /... I '�! ` - PROM CI ROL DIVISION r DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF I FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TES's` UNIT IMPACT RESISTANT WINDOW L GLAZING: GLASS OPTIONS: A) 3/8 OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8" HEAT STRENTHENED LASS WITH AN 0.010" INTERLAYER FILM, GLASSLAM SAFETY PLUS AND A 3/8" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE CODE COMPLIANCE OFF CAF FILM AT PERIMETER EDGE. BUM ACCEPTANCE NO 00 0403.o,. B) 3/8' OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/r HEAT STRENTHENED GLASS WITH AN 0.090 INTERLAYER RIM, DUPONT WITH BUTALRE. METHOD: INTERIOR GLAZED WITH 3/8" GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4" PHSMS PER BEAD. 1 BY OR 2 BY WOOD. BUCK WINDOW WIDTH HORIZONTAL SECTION • •. •. • f TYPICAL ANCHORS FALSE MUNTINS (SURFACE APPUED) MAY BE USED 11 - 11 11 11 IMII'ACT GLARS -- JL —JL_ I II I CJ II ' —' 114' MAX, WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 4' TEST SIZE= 53 1 /8Z DATED 3/4� 8 (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION VEST= 10.5 PSF TESTED GLASS= .3/8 HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 —90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED ANCHORS: INTO 28Y WOOD BUCKS 3/16" TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16" TAPCONS WITH 1 OR WOOD STUCTURE 1/2" MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4" MIN. EMBEDMENT INTO MASONRY. a - Z6 - -oa FRANCISCO HERNANDEZ FL. PE# 51393 Juua III ie muWOWS Manufacturing, Inc. 1745 W. 33rd Plow &Ealeah, Florldo 33012 Ph: 1305)384-9952 Fax: 05)828 -5118 d I t °m g: 1121 D rown Br J N oath: 3 -25 -99 saa1a: 1/2"=1" goithdan Rte: DRAWING NO. SH98 -04 SHEET 5 OF 5 WINDOW HEIGHT JAMES B.D. BEAUCHAMP, Chief Executive Officer DONALD L. CRISSEY, President DEAN A. THOMAS, Executive Vice President BURNETT G. FIRSTENBERGER, Sr. Vice President BENJAMIN K. ARTZT, Vice President MARIBEL HART, Treasurer /Secretary June 7, 2001 Mr. Al Berg, Director Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33161 Reference: Barry University Student Dormatory Dear Mr. Berg: Persuant to our conversation on Tuesday, May 29 and subsequent site plan approval of this project by the Village Zoning Board on May 31, 2001, please find attached duplicate copies of the dormitory permit drawings now in process for WASA and public works review and approval. These duplicate plans are being submitted for a "dry run" review for the building portion only by the Village plan reviewers as we had previously discussed. Beauchamp Construction Company has already submitted a check for $ 300.00 for review expenses with the original permit application. If additional funds are required during this "dry run" process, please let me know and I will take care of it immediately. I appreciate your assistance in this process, and if I can do anything else to expedite this review, please do not hesitate to call. Th k You: Chris Tucker BEAUCHAMP CONSTRUCTION CO. INC. GENERAL CONTRACTORS • 247 MINORCA AVENUE, CORAL GABLES, FL 33134 -4405 305 - 445 -0819 • FAX 305 -447 -0941 PERMIT APIrLICATION FOR MIAMI SHOki S VILLAGE 11300 Northeast Second Ave Date April 17, 2001 Jab Address Miami Shores, FL 33161 Tax Folio 11- 2136 - 000-0040 A portion of the SW1/4 of the NE 1/4 of section Lep1Descxipdon 1Fi, township 575,_range 41F in Miami Dade CoIYpesi& Yes Owner/L /Tenant Barry University, Inc. Owner's Address 11300 NE 2nd Ave, Miami Shores, FL 33161 Phone 305 -899 -3052 Co*racdng Co. Beauchamp Construction Co., Inc. Master Permit # Address 247 Minorca Ave, Coral Gables, FL 33134 Qualifier Mr. Donald L Crissey SS# Phone 305 -455 -0819 State # GCG 042059 Municipal # Competency # Ins. Co. On File Ambiroct/E g noer Harper Partners, Inc. Addicts 550 Biltmore Way, Coral Gables, FL 33134 Bowling Company Not Applicable Address Mortgagor Not Applicable Penmlt Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Student Dormatory Square Ft 46,392 Square Feet Estimated Cost (vatoe) $ 4,051,828.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Appiilien is hereby made to obtain a permit to do wank and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be putbnned to meet the standards of all laws regulating eonstruaron in this jurisdiction. I understand that separate pennits are required for RLECTRICAL PLUMBING, SIGNS, POOLS. ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is aaauate and that all work will be done in compliance with all applicable laws regulating construction and zoning, Furthermore, I authorize the above-named contractor to do the work stated FEiS: PERMIT APPROVED: .ts"v4 Denise E Rusinque 7tr ; Tfl *My Commission CC847168 ho Expo June 18.2003 Zoning Building Address C.C.F. NOTARY es; , Denise E Rusinqu*: * * My Commission CC84 71 c,, '? „n a Expires June 16, 2003 HOMO TOTAL DUE Mechanical Plmnbiag. Structural Engineer COPY February 16, 2001 FACSIMILE #954 - 9718872 ESTABLISHED 1981 PY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 Report of Engineering Evaluation For: Harper Beauchamp Design Build Co. Project :Proposed 4 Story Student Housing Bldg. Location: Barry University Miami, Florida Order # : 210573 Gentlemen: As per your request Eastcoast Testing & Engineering, Inc. performed the standard penetration test borings at the above location on February 1, and February 8, 2001. We are herein submitting the results of our findings. A review of our boring logs shows that beneath a layer of surface overburden and vegetation the upper levels of subsoils are comprised of loose fine grained sands with little root to a depth of approximately +/ -2.0 feet below the existing ground surface. Beneath this stratum we encountered a layer of medium loose tan to gray fine to medium grained sand. Underlying this layer of gray to tan fine grained sand was a layer of medium dense light tan fine to medium grained sand. This layer of tan medium fine grained sand extended past the terminal depths of our investigation, 20 feet maximum penetration. The natural ground water table was discovered to exist at an elevation of 13 feet below the existing natural ground surface at the time of our borings. In order to prepare the site to support construction designed for an allowable soil bearing capaci41 of 3000 psf, we recommend the following procedures be implemented. 1. Clear and grub the proposed building pad area plus an extended perimeter of five feet beyond any proposed wall footing or foundation element. Care should be taken so as to insure the complete removal of any deleterious materials encountered including all vegetation, stumps, roots, foreign material, debris, silts, clays or muck. 2. Once this has been accomplished excavate the site to an elevation of -6 feet below the existing ground surface'at the time of our investigation. This material may be stockpiled and reused subject to the approval of the geotechnical engineer. THRESHOLD /SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITIES. ASPHALT. CONCRETE & GEOTECHNICAL LABORATORY EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL" 3. Once this has been accomplished density the natural ground area, in -situ with a large vibratory roller, (CA -25S, or larger) until the bottom 2 feet of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be 2 ft./second. For optimum compaction efficiency we recommend that the soils be within +/ -2% of optimum moisture at the time of densication. 4. Once this has been accomplished and verified by our office, the pad may be brought to construction grade utilizing clean granular fill. The fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fill shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man -made debris. It shall be free of vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. 5. Suitable materials may be stockpiled at the site for structural fill after approval and testing by the Engineer. Following and during the compaction operations the area shall be witnessed by an inspector from this laboratory for approval prior to selective backfilling. No vibration shall take place in the vicinity of any existing structure as this may cause localized damage to nearby existing structures. The excavated surface and each 12" loose lift of imported fill material within the footing and slab areas shall be tested to within 98% of the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION T -180 inspected by this laboratory and verified with field density- moisture relationships. Footing embedment shall be of sufficient depth below the adjacent grade so as to comply with all local and area building codes. Minimum footing widths of 18" and 36" are recommended for continuous wall footings and individual column pads respectfully, although they may not develop the full allowable bearing pressures. For purposes of this report we have anticipated that the proposed bottom of footing elevation will be similar to the elevation of the site at the time of our investigation. EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 - 329 -7645 - "SOIL" Foundation elements may be designed as isolated footings or as a monolithic type of foundation/slab system, as long as ample consideration is given to the increased shear stresses inherent in monolithic systems at the slab to footing interface. Surface compaction specifications shall be verified utilizing in place density tests at the frequency of 1 test per 100 If of wall footing, and 1 test per column pad. Slab areas and undisturbed pad lifts may be tested at the frequency of one test per 2500 sf, but in no case less than 3 per lift. The Standard Penetration Test ASTM D -1586 The Standard Penetration Test is the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, intemal shear strength, angle of intemal friction, and the approximate range of the soil's unit weight. These W" values represent the resistance of a 2 inch diameter split spoon sampler driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split spoon is divided into four six inch increments. The second and third increments are totaled to produce the "N" value found on your report. The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 90 days unless otherwise directed by the client. An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluation of particular soil conditions, and niay give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soils permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. EASTCOAST TESTING & ENGINEERING, INC. SERVING SOUTH FLORIDA SINCE 1981 1- 800 -329 -7645 - 'SOIL" A test is expressly representative of the immediate location tested, and the reliability of the conclusions are a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered . Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property comers. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specified and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING INC., for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. lanc, V.P., P.E. Florida #35683 Special Insp. No. 1177 F:IDATAIWPDOCSISPT2001 %210573. WPD F. Stewart Ward, E.1. T. ESTABLISHED 1981 $_ u v3c.Y.s.� '.�. �A a'. �✓c... -° 1.0 .�rt!. �.r .'.^�v�'J.. ^..7J.. :1..._:x .., miA :,w.o.... .«.. �_.. . w . . , _. , ......�....� :.., see,. .,�- -.. � I...L• CVO: C.O.D.: PO #: LABORATORY NUMBER: 210573A1 OFFICE FAX #: 954 - 971 -8872 BORING NUMBER 1 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #: PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR BORING LOCATION APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG #: F -250 GROUND WATER: 13' DATE :2 / 1 /O 1 Elev: APPROX EVEN W/PARKING LOT CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 1 Gray fine medium grained sand trace of root 11 2 4 7 7 2 Gray fine medium grained sand trace of rock 16 7 9 3 7 7 4 Tan fine medium grained sand some rock 7 5 4 5 3 3 6 7 Gray fine medium grained sand some rock 6 3 3 3 3 8 8 3 3 9 5 4 10 11 Light tan fine medium grained sand 7 4 4 3 4 12 7 4 4 13 3 3 14 Light tan tine medium grained sand 7 4 4 15 3 5 16 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.O. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 0-1586 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULL i SUBMITTED, EASTCO X11 ' `STING & ENGINEERING, INC., 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 CRAIG S. SMITH, PRESIDENT MA Le BLANC, V.P. P.E., �. _ ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT 1S NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. ,AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 1 CVO: C.O.D.: PO#: LABORATORY NUMBER: 210573A2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER 1 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #: PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR BORING LOCATION APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG #: F-250 GROUND WATER: 13' DATE:2 /1 101 Elev: APPROX EVEN W /PARKING LOT CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Light tan fine medium grained sand 9 5 4 5 7 18 18 7 8 19 10 10 20 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULL SUBMITTED, EASTCO STING & ENGINEERING, INC., CRAI . SMITH, PRESIDENT MA L e BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WR(ITEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 CVO: C.O.D.: PO #: LABORATORY NUMBER: 210573B1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER CLIENT: HARPER BEAUCHAMP DESIeN BUILD CO INC CUSTOMER #: PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E. PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR BORING LOCATION APPROX NE BLDG COR OF NORTH BLDG DRILL RIG #: F -250 GROUND WATER: 12.5' DATE:2/ 1/O 1 Elev: APPROX EVEN WIPARKING LOT CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: DEPTH FEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SAMPLE NUMBER BORING NUMBER: VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 Gray fine medium grained sand trace of root Tan fine medium grained sand some rock Gray fine medium grained sand some rock Light tan fine medium grained sand Tan fine medium grained sand RESPECTFULLY SUBMITTED, EASTCOAST ESTING & ENGINEERING, INC., ESTABLISHED 1981 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED PAGE NUMBER: 1 N VALUES 19 13 BLOWS ON SPT STANDARD PENETRATION TEST BORING: SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. • CRA 't I I ` H, PRESIDENT MA a BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. 4 6 9 10 9 5 5 5 4 4 5 4 4 3 3 4 4 4 4 4 4 5 5 2 2 3 3 5 s s BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' RESPECTFU LY SUBMITTED, ■ EASTC • A 10 • W C - " SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. TESTING & ENGINEERING, INC., e BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 ZS fa 28 N Jr5' CVO: C.O.D.: PO #: LABORATORY NUMBER: 210573B2 OFFICE FAX #: 954-971-8872 BORING NUMBER 2 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #: PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR BORING LOCATION APPROX NE BLDG COR OF NORTH BLDG DRILL RIG#: F -250 GROUND WATER: 12.5' DATE:2/ 1 /01 Elev: APPROX EVEN W /PARKING LOT CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 I NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Light tan fine medium grained sand 12 7 6 6 8 18 17 7 8 19 _ 9 9 20 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. RESPECTFU LY SUBMITTED, ■ EASTC • A 10 • W C - " SMITH, PRESIDENT EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. TESTING & ENGINEERING, INC., e BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOA , STING & ENGINEERING, INC., 77-4 CRAI : ITH, PRESIDENT MAfIC'L BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 ¢ •, E ' "mac - - s - .. E k-;� 3 g D G ' ® _T CVO: LABORATORY PROJECT BORING C.O.D.: PO BORING CUSTOMER CREW DRILL LOT #: NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573C1 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 3 CLIENT: HARPER BEAUCHAMP DESId V BUILD CO INC BARRY UNIVERSITY AT STUDENT HOUSING BLDG H.E. NW 115 ST, MIAMI SR APPROX 100' S OF NW BLDG COR OF NORTH BLD F -250 WATER: 13' DATE:2/ 1 /01 Elev: APPROX EVEN W/PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE J.00ATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 1 Gray fine medium grained sand trace of root 2 1 1 2 2 1 3 Tan fine medium grained sand some rock 7 3 3 4 4 3 5 6 _ 1 2 6 4 3 7 Light tan fine medium grained sand some rock 9 4 4 8 5 4 9 10 6 6 10 Gray fine medium grained sand trace of rock 4 3 11 10 4 5 12 5 5 13 4 2 2 14 Tan fine medium grained sand 1 3 15 5 3 4 16 1 2 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 L.B. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOA , STING & ENGINEERING, INC., 77-4 CRAI : ITH, PRESIDENT MAfIC'L BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 " CVO: LABORATORY PROJECT BORING C.O.D.: PO BORING CUSTOMER CREW DRILL LOT #: NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573C2 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG#: CASING: 3 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT STUDENT HOUSING BLDG H.E. NW 115 ST, MIAMI SR APPROX 100' S OF NW BLDG COR OF NORTH BLD F -250 WATER: 13' DATE:2/ 1 /01 Elev: APPROX EVEN W /PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Tan fine medium grained sand 7 2 3 18 4 5 19 16 6 6 20 10 8 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT CRAI 1 RA EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST ' STING & ENGINEERING, INC., 110 TH, PRESIDENT 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 MARS BLANC, V.P. P.E., RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. ,AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 198 I:3 II0 r CVO: LABORATORY PROJECT BORING C.O.D.: PO BORING CUSTOMER CREW DRILL LOT #: NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573D1 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 4 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT STUDENT HOUSING BLDG H.E. NW 115 ST, MIAMI SR APPROX SE BLDG COR OF NORTH BLDG F-250 WATER: 13' DATE:2/ 1 /01 EIev: APPROX EVEN W/PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 N VALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATIONIAASHTO M145/ASTMD2487 1 Dark gray fine medium grained sand trace of root 7 3 4 2 Gray fine medium grained sand 3 2 3 4 3 2 4 Tan fine medium grained sand some rock 2 4 5 10 6 5 6 Gray fine medium grained sand some rock 5 6 7 8 5 5 8 3 3 9 8 3 3 10 Light tan fine medium grained sand 5 3 11 8 3 4 12 4 3 13 Tan fine medium grained sand 4 4 2 14 2 4 15 14 5 7 16 7 7 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WPTH 140 LB. HAMMER FALLING 30" SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ARnUF "FCr PARIM( WAc r•_nNnllr_rFn IN ADDORDANCF WITH ASTM_ DESIGNATION D - 1586. RESPECTFULLY UBMITTED, EASTCOA = TING & ENGINEERING, INC., EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 CRAIG .SMITH, PRESIDENT MAR e BLANC, V.P. P.E., RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT 1S NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. ,AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 RESPECTFU Y SUBMITTED, EASTC • ESTING & ENGINEERING, INC., C - S. SMITH, PRESIDENT MAR a BLANC, V.P. P.E., F RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 ® r� CVO: C.O.D.: PO#: LABORATORY NUMBER: 210573D2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER 4 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #: PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E. PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR BORING LOCATION APPROX SE BLDG COR OF NORTH BLDG DRILL RIG#: F -250 GROUND WATER: 13' DATE :2/1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 I N VALUES BLOWS ON SPT. FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 17 Light tan fine medium grained sand 14 6 6 8 11 18 25 12 11 19 14 16 20 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FAWNG 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. TUF Aa1 Ua TFC RAMAI . WAc !`nNn11nTFn W A1'1_naMIN(P WITH dST_M_ DESIGNATION D -1586. EASTCOAST TESTING & ENGINEERING INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 RESPECTFU Y SUBMITTED, EASTC • ESTING & ENGINEERING, INC., C - S. SMITH, PRESIDENT MAR a BLANC, V.P. P.E., F RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. EASTCOAST TESTING & ENGINEERING INC, 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 RESPECTFULLY UBMITTED, EASTCOAST • CRAIG H, PRESIDENT TING & ENGINEERING, INC., e BLANC, V.P. P.E., MA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WR(ITEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 PO#: BORING CUSTOMER CREW DRILL � ® CVO: LABORATORY PROJECT BORING C.O.D.: NUMBER: PROJECT: LOCATION LOCATION GROUND 210573E1 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 5 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. : NW 115 ST, MIAMI SR APPROX SW BLDG COR F -250 WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN WIPARKING LOT SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE AOCAr1ONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 1 Gray fine medium grained sand trace of root 4 2 2 2 White fine medium grained sand 2 1 3 7 1 1 4 Tan fine medium grained sand some rock 6 4 5 9 4 _ 4 6 5 6 7 White fine medium grained sand some rock 9 6 4 8 5 4 9 9 _ 4 4 10 5 5 11 Light tan fine medium grained sand 7 3 4 12I 3 3 13 4 4 2 14 Tan fine medium grained sand 2 2 1 8 2 4 16 4 4 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THkEE. (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. EASTCOAST TESTING & ENGINEERING INC, 4100 North Powerline Rd. - Suite G-1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 RESPECTFULLY UBMITTED, EASTCOAST • CRAIG H, PRESIDENT TING & ENGINEERING, INC., e BLANC, V.P. P.E., MA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WR(ITEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. ESTABLISHED 1981 CO y1 CO R � R .,_ £T � a B l i C VO: LABORATORY PROJECT BORING C.O.D.: PO BORING CUSTOMER CREW DRILL LOT #: NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573E2 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG#: CASING: 5 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. NW 115 ST, MIAMI SR APPROX SW BLDG COR F -250 WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN W/PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE IBORING NUMBER: PAGE NUMBER: 2 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Lighf fan fine medium grained sand 11 s s 18 5 5 19 15 20 s 8 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLJNG 30' SOIL INVESTIGATION THE ABOVE TEST AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586. RA EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFU Y SUBMITTED, EASTC • - S TESTING & ENGINEERING, INC., - . 4 , C - ' ��. SMITH, PRESIDENT " MARK,.e' BLANC, V.P. P.E., IDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION 15 PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. �.`�-- �_ —_.."� w� �i `� _ `.- .zed -� ... s:�'iw-- »4......� ........�i...... ESTABLISHED 198 ,, -- _L..a:__.. -. - .. -� .. .-.'�r•�- ..ew'r�- ;_,.:^ � _- .,»- ...:..... Tom° CVO: LABORATORY PROJECT BORING C.O.D.: PO#: BORING CUSTOMER CREW DRILL NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573F1 OFFICE FAX #: 954-971-8872 NUMBER #: CHIEF: DRILLER: RIG#: CASING: 6 CLIENT: HARPER BEAUCHAMP DESIC;JV BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. NW 115 ST, MIAMI SR APPROX 40' N & 100' W OF SE BLDG COR F -250 WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN W /PARKING LOT SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE J.00AT1ONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 1 Gray fine medium grained sand trace of root 7 2 5 3 3 Tan fine medium grained sand trace of rock 4 3 2 4 2 2 5 4 2 2 6 Tan fine medium grained sand 2 3 7 7 3 4 8 3 3 9 6 2 3 10 Tan fine medium grained sand 3 4 11 12 11 4 5 6 4 13 Tan fine medium grained sand 13 6 5 14 8 6 15 6 _ 3 4 16 2 4 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" 0.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION THE ABOVE TEST AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. EASTCOAST TESTING & ENGINEERING INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Horida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THPEE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOA T & ENGINEERING, INC., e BLANC, V.P. P.E., RIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. IETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. CRAIG'S: SMITH, PRESIDENT 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFU Y SUBMITTED, EASTCO ESTING & ENGINEERING, INC., C - '� S. SMITH, PRESIDENT BLANC, V.P. P.E., IDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1981 _- '- •Wv, —.w. H� C `��v..'� x .. ® .:x. .. .. E3cli• ,•..+s: -., �b N�F6vli^ "y 3 } • 3 _� 3 ' = cv h-'•s. CVO: LABORATORY PROJECT BORING C.O.D.: PO#: BORING CUSTOMER CREW DRILL LOT NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573F2 OFFICE FAX #: 954 - 971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 6 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. NW 115 ST, MIAMI SR APPROX 40' N 8 100' W OF SE BLDG COR F-250 WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN WIPARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 I NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Tan fine medium grained sand 15 6 8 18 7 8 19 28 10 11 20 9 9 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. TMF ARnU/F TFCT RnPrMI WAC rnnrnrrr•_rFn w Arr_nPnANr_F WITH A S IWAIGNATION D - 1586 EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFU Y SUBMITTED, EASTCO ESTING & ENGINEERING, INC., C - '� S. SMITH, PRESIDENT BLANC, V.P. P.E., IDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. ESTABLISHED 1 98 1 CVO: LABORATORY PROJECT BORING C.O.D.: PO#: BORING CUSTOMER CREW DRILL LOT NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573G1 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF: DRILLER: RIG #: CASING: 7 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. NW 115 ST, MIAMI SR APPROX SE BLDG COR F -250 WATER: 12' DATE :2 /8/01 Elev: APPROX EVEN W /PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 1 Gray fine medium grained sandtrace of root and rock 17 5 9 2 Tan fine medium grained sand some rock 8 13 3 24 12 15 4 White fine medium grained sand and rock 9 6 5 10 _ 3 4 6 6 6 7 12 6 6 8 Light tan fine medium grained sand 6 5 9 -, 10 5 4 10 6 5 11 15 5 7 12 8 8 13 Tan fine medium grained sand 6 _ 6 3 14 3 4 15 16 6 7 16 9 9 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2. O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30' SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586. THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) -971 -8872 FACIUTIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULL SUBMITTED, EASTCOJ S STING & ENGINEERING, INC., e BLANC, V.P. P.E:, ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBUCATION OF STATEMENTS CONCLUSIONS CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC. CRAIG S. SMITH, PRESIDENT 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 ESTABLISHED 1981 ., .- , .,..._ _ _ h--a.. roy ...>uT.3ntecs... ..... ...^✓.s" z' g— ...... ....._ �_. _, e.. ._.......c"' a. m..Rti:.._._.._ u »,k'... ,.�`a.s.SY,..ty...sz..' v CVO: LABORATORY PROJECT BORING C.O.D.: PO BORING CUSTOMER CREW DRILL LOT #: NUMBER: PROJECT: LOCATION: LOCATION GROUND 210573G2 OFFICE FAX #: 954 -971 -8872 NUMBER #: CHIEF :: DRILLER: RIG#: CASING: 7 CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC BARRY UNIVERSITY AT SOUTH WING BLDG H.E. NW 115 ST, MIAMI SR APPROX SE BLDG COR F -250 WATER: 12' DATE:2 8 01 EIev: APPROX EVEN W/PARKING SPT NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 NVALUES BLOWS ON SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 17 Light tan fine medium grained sand 18 8 7 18 11 12 19 20 12 11 20 9 10 BORING TERMINATED AT 20' STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2. O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30 D1586. SOIL INVESTIGATION AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872 EASTCOAST TESTING & ENGINEERING, INC. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULL SUBMITTED, EASTCO J , ' ` STING & ENGINEERING, INC., 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 (800) 329 -7645 (SOIL) - (561) 471 -8220 CRAI . SMITH, PRESIDENT MA IL. BLANC, V.P. P.E., ORIDA REGISTRATION #35683 THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. The foltovving pages were originally attached to plans with the following permit # B - 11 ta5 September 6, 2001 Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Re: Barry University Student Housing MAS Job No. 0038 The enclosed construction documents are being submitted in order to obtain a foundation permit for the above - mentioned project. This permit should include all footings and vertical dowels for walls and columns. Should you have any questions regarding this matter, please do not hesitate to contact the undersigned between the hours of 9:OOam and 6:OOpm from Monday through Friday. Best regards, M.A. SUAREZ & SOCIA , INC. BY: �I/ / ra 7" tez MAS /jn • • ••• • • • • ... .. • • • . • • .. • • . • • • • • M.A. SUAREZ & ASSOCIA1E$ • .: ,.$N : • 2990 S.W. 35 Avenue Miami, Florida 33133 Telephone (305) 443 -0691 Fax (305) 443 -0442 E -mail masuarez @compuserve .com. •• .. .• .. .... • ... • . ••• • ••• • • ••• • . . • • • . ••• .. • • • .. .. • • • • • • • • • • •• • • • ••• • • . • • • •. • • • • • • • • • • • • • • M.A. SUAREZ & ASSOCIATES; W IG • •:• 2990 S.W. 35 Avenue Miami, Florida 33133 Telephone (305) 443 -0691 Fax (305) 443 -0442 E -mail mpgualei @corp.serve.�com To: Building Official Village of Miami Shores, Florida August 29, 2001 I, the undersigned Professional Engineer, registered in the State of Florida have been retained by the owners of Barry University located at 11300 NE Second Avenue to perform all duties of a Special Inspector, as defined in Section 305.3 of the South Florida Building Code. This office will be responsible to the Building Official of the Village of Miami Shores for the inspection of the structural elements of the structure, including all excavations, foundation, all reinforced concrete and structural steel. All concrete test reports will be preserved. Upon completion of the structure, I will submit to the Building Official of the Village of Miami Shores a certificate of compliance with the Building Code. • • •• • • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• • • • •• •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• • • •• • • •• • • • • •• EASTCOAST TESTING & ENGN�EEi�ING, I�VC; 4100 North Powerline Rd. • Suite G -1 • *9861•OkeeetfobeeBlvd. 14 -5 Pompano Beach, FL 33073 West Palm Beach, FL 33409 Broward (954) 972 -7645 (SOIL) • Dade (305) 947 -4768 (800)•29- 7645,S01) s (407) 4,7,1 -8220 October 9, 2001 Gentlemen : Respectfully Sub / 'tted, EASTCOAS „ ING & ENGINEERING, INC. Craig S. • • res► ent J: 1DatalWpdocslbeau7120 • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • FACIMILE #954.971.8872 • • • • • • • ESTABLISHED 1981 • • • • • • • • • • • • • REPORT OF ENGINEERING STATEMENT FOR: Harper Beauchamp PROJECT: Proposed Student Housing Building - Barry University LOCATION: 11500 NW 1s Avenue Miami, FL. EastCoast Testing & Engineering has technically reviewed the Field - Density Relationships and the Standard Penetration Test Borings for the above referenced project. The final results of these tests revealed the foundation area to be adequately densified with suitable subsoils within the area and depth of our investigations for construction purposes. Compaction tests verified the subsoils to be in excess of 98% of the Soils Modified Maximum Dry Density. Soil testing was performed in accordance with the South Florida Building Code, Dade County Edition, Chapter 24 as amended, ASTM, and applicable AASHTO Standard Specifications as required. In conjunction with the Field Density- Moisture Relationships and the Standard Penetration Tests performed by this laboratory, A Maximum Allowable AveragecLSoil aring Capacily_O.f3000 PSF May Be Use • For The Proposed Bltilding Pad Ate atld Footings, ( Foundation). Shall any additional fill be placed or the existing fill be disturbed in any way the affected area shall be compacted and tested as required above. We further recommend that the invert of the proposed footings be placed at a minimum depth of 1.0 feet below the existing grade at the time of placement. The testing program is representative of the areas tested only. Shall unusual or varying conditions be disclosed during construction, further engineering services will be required. Should you require further assistance with this or any other project, please do not hesitate to contact this office. z 164 Blanc, V.P., P.E. g No. 35683 Special Inspector No. 1177 Fla. BPR No. 3215 THRESHOLD/SPECIAL INSPECTIONS,SOIL BORINGS,CERTIFI CATION, DENSITY ,ASPHALT,CONCRETE,SErTLEMENT 1NVESTIOATIONS,ANALYTICAL 8 ENVIRONMENTAL TESTING LABORATORY PERMIT NO. TAX Fol.lo No. 11 - L 1 ,i 6 - 000 - UU4U STATE OF FLORIDA: COUNTY OF DADE: 0 18551234 2001 OCT 09 14:23 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with chapter 713, Florida Statutes, the following irdormagon is provided in this Notice of Commencement. 1. Legal description of property and street address: 11300 NE 2nd AVE, MIAMI SHORES. FL 33161 • 1 L *. 1 ■ 2. Description of improvement: FOIIDATIONS ONI Y FOR PROPOSFO STI InFNT RFSIFFNCE 3.Owner(s) thane and address: BARRY UNIVERSTTY, INC. 11300 NE 2ND AVE. MIAMI SHORES. FL l nterest in property: FEE SIMPLE Name and address of fee simple titleholder: BARRY UNIVERSITY, TNC. 11300 NE 7ND AVE, MIAMI SHORES. F 4. Contractor's name and ads: BEAUCHAMP CONSTRUCTION CO., INC. , 747 MTNORCA AVF, CORAL c ABI FS. Fl 33134 5. Surety (Payment bond required by owner from contractor, if any) Name and address: NOT APPLICABLE Amount of bond $ NOT APPLICABLE s-raTE I H RB 6. Lender's name and address: NOT APPLICABLE 7. Persons within the State of Florida designated by Owner upor$�w i . or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: MR. FREDDY ULLOA, 11300 NE 2ND AVE MIAMI SHORES, FL 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uerlor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: NOT APPLICABLE 9. Expiration date of this Notice of (the expiration date Is 1 year from the date of recordeg unless a different date Is specified) ONE YEAR FROM RECORDING DATE Sari OK Lines o w , m rvedd. e. u I (•, , ! k s sex I f P Pace I r he s H2444 i" tint Owners Name . Sworn to and subscribed before me this y day of /G i T ;19 Notary P Print Notary's Name My Commission Expires: 00 •, Cheryl Saida Gerber .* *ray t.ommission .t3(4a 4 . ' ; p er' Expires May 8, 2002 Prepared by: MR. CHRIS TUCKER BEAUCHAMP CONST. CO.. INC. Address: 247 IIjVORCA AVF CORAL GABLE CONTRACTOR ',l n Goas-c- l , Name fl, ak UCifI/ `fir . ( e L /-�C- / License No. . 66, L 0 1 , 2_ ® .s 9 Address 249 #4,11 4.4....A ,p/ / f...rpfz"— c9 e31..rcS , - 33134 Telephone ^`( 0 ct Fax 30S - 4 `00I Qualifier Name DD LN L s s y, . .a .e PROPERTY OWNER Name .� `rl a t�t.g. l WC— - , /�, en. r Address +i- oc 4-e -2_140- Av e MI kit t ( S , F a ?S t Home Telephone s c2 S _ eA _ 0 et 9 Business Telephone s A lovt. Fax ENGINEER / � Name M e A- s SoP1/ t-k5 1 License No. ?. E , 2 _ s - 4 Address 2A4:10 5 t.....) -.). T Ai otAt A-1" o ,1= ' Telephone .-i7 co s- , i44 5 — e t /' q f Fag 9� — 3 - 04 -q-7--- ARCHITECT L am/ Name � j Q�J PaL ?01 (t- r ai S, 1 hi, C License No. AA D a® 244 2 Address tL®l ikt... ,,brLA- c-crLc... t - Oft-Pcto CV0 � 31114- Telephone Qs ^ 41..1 (e — 11 .- Fag 5c)s ^- 4 G, °' 00 7 ? TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure ell Only Foundation Only Add'l Attachment Other Add'l Detachment Other PERMIT APPLICATION Master Permit No. Subsidiary Permit No. 5 C INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 1 / 3oo 1(I E a X10 VE f «-oi f .citis1 PL .33 i Co.( City State Zip Folio Number /1- 213(0-000 ° ®® * ® Description of Work / O udD A -7z C O /(Lc �t vL L,240 L 6 2 �! 1 BI40 /�° Let r 't 17i S-'('L Dear f 5 e 1 4 t d[Cbdifila/ `t L6SS &$5 L k hf1 , Linear Feet Neer' ( f1-p p i.c ( 3C Current Use of VAC- prier Square Feet 111 6X' Units /4 / k Floors PL / A- Proposed Use of Property i ES tt Value of Work,i SI , ' 114 Value AI f#t Tenant Information 8 Pre- l (Ali VAS cri T ax Assessed/Appraised Value i /A Base Floor Elev. j PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence N° Other IJ e Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Flood Zone it 6 A- Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, lg Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. TATE OF FLORIDA, COUNTY OF MIAMI -DADE J ,utL ch Assoc. VIP Pict It 117 Print Name Sworn to and subscribed before me this 7 day of r goOi Signa of Notary ' blic - State of Florida # .14 4 Cheryl Saida Gerber •*My Commission CC728954 % Expires May 8, 2002 SEAL: , Type of Identification Produced: STS OF COUNTY OF MIAMI -DADE tractor / Qualifi f�L _ Signature of Con C, T R( 5 S C Print Name om to and subscri fore me this [ day of PERMIT APPLICATION Signature of Notary Public - State of "orida E Rusinque SEAL: *ITV • ommission CC847168 °Expires June 16, 2003 Personally known OR, Produced Identification Personally known ' OR, Produced Identification Type of Identification Produced ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent ' r rf.., I'r ti . Oven Space Heater (kw) A/C Central 16-20 Ton - Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System ' r rf.., I'r ti . Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of - Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain 1VTiscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance . Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION B D Zoning /76 1, / q' Electrical Mechanical Plumbing Fire Public Works Structural � / // © , Building Official " ;'- 1ctr Page 4 OFFICE USE ONLY CHECKLIST LI OWNER - BUILDER FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi- family) LI CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review $ r5, too $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft) (0.01/sq.ft.) TOTAL $ VI, 4 � v PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) DATE: CONDITION OF APPROVAL vtvl 'T+eNt 1 2- Piv /i1.r, /(1 CIT- b "1. 0-P 60- !. � flir 7` a e . Revised July 2001 10050 N.E. 2m AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com / 4 ^t m7s Type Insp'n Permit No. Name Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 7-0-D2 Time Approved Correction Re- Insp'n Fee Phone # r S 9 pa,Cl/ For Inspector: '7_/8' Name 4 4 # 4 Permit No. B7 Type Insp'n Name Address Company Phone # For Inspector: 9- /8 -12 Name . +r 0 A pproved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date - 1742. Time Re- Insp'n Fee 303• 0, 02c Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Permit No P , 0 C7 - 11 1 Name D 'r&N ,1 Address Compan Phone # For Inspector:''I / /I'® Name & Date W 61Z- z- ,,, 1 I 6 lu) NIIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date Q - 45 °QsZ Time Type Insp'n ? 7 ed4 Permit No. 23 / •o f` Name a).7 c Address /Do N /LJ / I S J Company .t.�,1 0/��"4i� Phone # 3 5 'f25// For Inspector: Approved Correction Name & Date Re- Insp'n Fee ❑ VA1-(10. F A) ad/U /116 — ,497eLi/ It,/ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 uilding Inspection Request Da =^ Time Type Insp'n � v / � D Permit No. Name Address Company Phone # For Inspector: 1) ))\11 Name & .1 ate Approved Correction ❑ Re- Insp'n Fee ❑ Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date '/ ) 0'2L Time Type Insp'n Permit No. IY ern' ‘6 Name Address < Set_ Phone# 3a�S7f .24 7` For Inspector: 3": _02 Name Date Approved 5 ��— Correction ❑ Re- Insp'n Fee ❑