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35179
Date 10/6/93 Job Address 11300 N.E. 2nd Avenue Legal Description Owner / Lessee / Tenant Barry University Master Permit # .0777 77 Owner's Address 11300 N.E. 2nd Avenue, Miami Shores, Fla. Contracting Co. Qualifier James R. Stobs II PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Stobs Bros. Construction Co. State # CGC 011055 Municipal # Competency # Ins.Co. Architect /Engineer ACAI Associates, Inc. Bonding Company n/a Address Mortgagor n/a APPROVED: Permit Type(circle one WORK DESCRIPTION Zoning �,/ Mechanical /c)Ji h3 se-p, ss# Phone 751 -1692 MECHANICAL ROOFING PAVING FENCE SIGN Three' story CBS Classroom Building Nk1 isitzA,t_ Vheds S iCl -t c Square Ft. 30,500 S.F. Estimated Cost(value) 3,200,000.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SORRY 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that, all the foregoing information is accurate and that ail work will be done in compliance with all applicable laws regulating coi-t ction and zoning. Furthermore, I authorl>e the above -named contractor to do the work ed obiss Expires: 01 }S Q. 3FFICIAL NOTARY SEAL OPvMnossiON PJO. CC301430 MY COMMISSION EXP. JULY 13,19/ Fire FEES: PERMIT 11 RADON jat itOe C.C.F. 1,16 Buildin Plumb' Address Tax Folio 11- 2136 -00- 0040 -7 Address Address Phone 899-3 580 N.E. 92nd Street, Miami, Fla. 5310 N.W. 33rd Ave, Ft. Laud. Fla. ik ur n rector o * Si Da Notary as My Commiss NOTARY Owner- Builder L NOTARY SEAL c , % 'E" for A*4 y 04-Bui o fi m4\esmv COMMISSION EXP. JUNE 19,1995 Lder ** TOTAL DUE 7- Electrical' Engineering ;,1: ,:2, No. 2007 Owner, Agent or Tenant of Building Natural Heath and Science Building Lot Street Address Remarks : Permit No. 35179 BUILDING ANO ZONING DEPARTMENT 0050 NE SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 CERTIFICATE OF OCCUPANCY 11300 N.E. 2nd Avenue, Miami Shores Approved use by occupancy Classrooms and offices Date October 11, 1994 Barry University Block Subdivision This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Uljow FRANK LUBIEN, DIRECTOR, BUILDING DIVISION No. 2007 Owner, Agent or Tenant of Building Natural Health and Science Building Lot Street Address Remarks : Peanit No. 35179 J 1 L i cum .—? kcte2 1, 1. BUILDING ANO ZONING DEPARTMENT ,0050 NE SECOND AVENUE MIAMI SNORES. FLORIDA 3313B -2382 TELEPHONE (305) 795-220A FAX (305) 756 -8972 CERTIFICATE OF OCCUPANCY 11300 N.E. 2nd Avenue, Miami Shores Approved use by occupancy ( assroo s and offices Date October 11, 1994 Barry University Block Subdivision This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. WitiAV FRANK LUBIEN, DIRECIOR, BUILDING DIVISION PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date r2- F- Job Address { 1306 IV .1..• Z ,\VE Tax Folio 11'2134r`Q45 -"P 0 14)-.7 Legal Description Bonding Company PA Mortgagor VJ A"' Owner / Lesse, / Tenant $P.4212XU Li i Was 1 ti -- Master Permit #26111 Owner's Address 1 1366 NE 2".k E Contracting Co. ADvwcEy c .'M 320G Address 14\5 sot:4430 -1N E r1OU,Ytea►n, R. Qualifier DM10 g W fsti. - Phone 91S-2-0 6 si: o 3234 (Do 0 I 8 State # Municipal # Competency # Ins.Co. Architect /Engineer Address Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: Zonin Mechanical Address Address Phone Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAI:)ROOFING PAVING FENCE SIGN WORK DESCRIPTION gslEi S � O P1 P Z — t 1 S1 S1 aN 1 Square Ft. / Estimated Cost(value) 40,0410.41 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon�_ Furthermore, I authorize the above -named contractor to do the work stated. Signatu of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: � COMMISSION t ormo IDA BONDED THRU GENERAL INS. UND, * * * * ,q * * * * * * * * *' * * * ** FEES: PERMIT V ( RADON C.C.F. NOTARY TOTAL DUE 6 (M APPROVED: Fire Other Building Electrical Plumbing Engineering ompano'Sead Legal Description Owner / Lessee. Owner's Address Contracting Co, Elcon Qualifier James P. McConchie State # EC0001331 Municipal Architect /Engineer ACAI Associated BR +A Bonding Company * * Surety Bond Waved ** OWNER'S AFFIDAVIT: I certify that all the foregoing inf on is be done in compliance with all applicable laws regulati _ co ct authorize the above-named contractor to do the work sta Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: Zoning 1r1C :G %.e v 00, Building tency Addrea310 NW 33rd Avenue 4#218 Ft Lau Sign Date N•tary as to Contr Commission Expi Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCR Installation at normal and emergency power and lighting system; Square Ft. 40,000 Estimated Cost(value) • $250 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 installation as indicated above, and on the attached addendum (if applicable). T certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understan• that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFI and ME I WORK. * t all work will Furthermore, I ** ** * * * * * * * * * FEES: PERMIT 3 : Vile RADON C.C.F. ;ue '' NOTARY APPROVED: Fire Other Electrical 1 } 1 ) i) 4 6 Mechanical Plumbing Engineering TOTAL DUE.Vot g / J ITEM PLUMBING BATH TUB BIDET DISHWASHER DISPOSAL DRINKING FOUNTAIN FLOOR DRAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER SINK, POT /3 co P SINK, RESIDENCE SINK, SLOP TEMPORARY WATER CLOSET UDR I NAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER HEATER -NEW INST. HEATER- REPLACE LAWN SPR I N(LER -WELL SWIIMING POOL WATER SERVICE SEWER CONNECTIONS UTILITY-SEWER UTILITY -WATER SEPTIC TANK RELAY DRAINFIELD, 4" TILE/RES. PUMP & ABANDON SEPTIC TANK SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN 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 BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) ELECTRICAL UNIT FEE ITEM SWITCH OUTLETS MOTORS OVER 1- 3 HP LIGHT OUTLETS RECEPTACLES tVtlft SERVICE TEIVPORARY SERVICE SIZE IN AMPS SERVICE REPAIR/METER CHANGE APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS 0- 1 HP MOTORS OVER 3- 5 HP MOTORS OVER 5- 8 HP MOTORS OVER 8- 10 HP MOTORS OVER 10- 25 HP MOTORS OVER 25-100 HP MOTORS OVER 100 HP A/C WINDOW y AIR CONDITIONERS STRIP HEATER SPECIAL PURPOSE OUTLETS COMMERCIAL CGENERATOW GENERATORS GENERATORS TRANSFORMERS SIGN TUBES SIGN TRANSFORMERS SIGN TIME CLOCK FIXTURES 1 -A7 9 ANTENNA TELEVISION OUTLETS VIOLATION RE INSPECTION UN IT 70 /von 9 )0 FEE ITEM SPACE HEATERS UNIT CENTRAL HEATING A/C (WIND) A/C (CENTRAL) gym. ": DUCT WORK REFRIGERATION PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE GROUND TANKS if U.F. PRESSURE VESSELS STEAM BOILERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORT ING ASSEMBLIES ELEVATORS/ESCALATORS tti„ FIRE SPRINKLER SYSTEMS COOLING TOWERS VIOLATION e44 REINSPECTION ffI�1CLz� 1r��7 gicFToKL' / at i FEE MECHANICAL S tate #C PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 93 Job Address 11 NE 2'3Ia IL`leKV6- Tax Folio // ° f 3 ( , P 6 1 , /e1 Legal Description Owner / Lessee / Tenant .E5A4 - OvavV CA.s∎T7i Owner's Address 1‘3oC) t €. 2 2 44.4E0.4..uE Phone Contracting Co. Wtu-t - R, 1114. �t�C... Address 7 gam% t48 5 S STV -ZE't Qualifier \4►..L►Mt.A 1�.1•10 ,ti SS # Phone 3•5 Sg2 Municipal # 02594b - Competency # Ins.Co. Aert.. 2.1451 Architect /Engineer A C ''A Bonding Company 14/1 Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL / WORK DESCRIPTION Po- ub.t,b►w�- S�s°rE�. CettA•2e at:• i►tZ VP,c ot4 tat L Square Ft. Estimated Cost(value) $ 3gZ, ©© ©. 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Signature of Contractor Owner- Builder Date: Date' Notary as to Owner and /or Condo President My Commission Expires: ** * * * Zoning * * * FEES: PERMIT ' 3J ° RADON APPROVED: Mechanical Address Master Permit # 35 5M® 14' 133' & AYE C Address ME ROOFING PAVING FENCE SIGN pe M EST t C� N. kru t2t4N.L_ Ge.S Pt 'w r 12.es as to Contr:cto or Owner- Builder ,on Ekoin EAL Ai Al * ; JOHN W. YOULDEN My Commission Expires F* * * • .*10, ': v: 17* 1996 . *Aug. * * ** • ,.� **44oFno� Comm. No. CC 222141 C.C.F. NOTARY TOTAL DUE /1 5 )06 Fire Other Electrical Engineering WILLIAM R. NASH, INC. November 24, 1993 Miami Shores Village Building Department PLUMBING AND MECHANICAL CONTRACTORS 7861 N.W. 55th STREET / MIAMI, FLORIDA 33166-4193 / PHONE (305) 592 -5473 / FAX: (305) 592 -0163 Re: Health Science Facility Barry University Dear Sir /Madam: The following is a breakdown of systems for permiting process. DESCRIPTION Compressed Air System 101 outlets Lab Vacuum System 101 outlets P11 Natural Gas System 101 outlets 1 Sanitary Tie -in it Domestic Water Main '7 QUANITIES Plumbing Fixtures - eater Closets 18 Lavatories - 24 Urinals - 9 Mop Sinks - 3 Electric Water Coolers - 6 Gas Fired Water Heaters - 2 Lab Sinks - 66 Floor Drains - 36 �� Roof Drains - 7 _ t °z Ma"6.0 If you have any questions with regards to items which are to be permited on this protect please call our office. Respectfully yours, WILLIAM R. NASH., INC. W. You e- President Date 12/1/93 Legal Description PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 11300 N.E. 2nd Avenue Owner / Lessee / Tenant Barry University Owner's Address 11300 N.E. 2nd Avenue Notary as to Owner and /or Condo President My Commission Expires: Tax Folio -1 2136 00 0040 7 Master Permit # Phone 899 -3052 Contracting Co. Douglas Orr Plumbing, Inc. Address 301 Flagler Drive, Miami Springs, FT Qualifier Douglas Orr SS# Phone 887 -1687 State CFCO21452 Municipal # Competency #0012463 Ins.Co. Kemper Architect /Engineer ACAI Associates, Inc. Address 5310 N.W. 33 Avenue, Ft.. Lauderdal, Bonding Company n/a Address Mortgagor n/a Address Permit Type(circle one): BUILDING ELECTRICAL (PLUMBING ) MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Powers Building Square Ft. Estimated Cost(value) s 6 1V ®®®. �- 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. &Pt.— Signature of owner and /or Condo President Signature of tractor or Owner- Builder Date: Date: Notary as to Co My Commission E TOTAL DUE _at p gis%,e OFFICIAL NOTARY SEAL ei JUDITH E VIDAL '2 * , COMMISSION NUMBER ` : n14= CC190486 , *c' MY /COMMISSION EXP* P oF F\- APR. 1 1996 �... ** * * * * * * * * * * * FEES: PERMIT 0 °5 RADON C.C.F. NOTARY APPROVED: Fire Other Zoning Buildin_ Electrical 1 ngjneerjng Mechanical Plumbin: a I 1 )ate 10/6/93 ,egal Description )wner / Lessee / Tenant CG CHASE COHST. POWERS 7596516 T APPLICATION FOR MIAMI SHORES VILLAGE Job Address 11300 NE 2nd AVE BARRY UNIVERSITY )wner's Address_ 11300 NE 2nd AVE (okooff Phon e 899-3052 r 7,ontracting Co.e . lg 6AVS Uc it Address 'k NW ( 7ST. * rr 101 WWI P.-33r lualifierSi6q&N Phone 597 — 'R10 State #W- 005Iunicipal 4P Architect /Engineer ACAI ASSOCIATES INC Bonding Company N/A Mortgagor N/A Permit Type(circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIG. WORK DESCRIPTION POWERS BUILDING Square Ft. 3 2 sc . ? , f0c s Estimated Cost(value) It7r� rco.or WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SONNY 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I a i ize the above -named contractor to do the work stated. S Dat Notary My Co to Owner a APPROVED: sion Expires: ** * * * * rIYCOMMLWOMISXP.}UIY,3.1997 * I FEES: PERMIT 5114/5 RADON ' C.C.F. Fire Buildi Zoning Mechanical PO 01 t3't OFFICIAL NOTARY SEAL COMMISSION NO.00i01430 P1 Tax Polio 11 2136 00 0040 7 Competency # Ins.Co. Address 5310 NW 33 rd Address Address P. 02 Master Permit f 1 v 3 AVE, FT LAUD1 DALE Signature Contractor or Owner - Builder Date: / 4 Notary as to Contractflr or Owner My Commission EiliAreksLic sun or Foam NV * * * * * * ** TOTAL DUE 4 f 7 4 ° NOTARY PROCESS •3x%00 OtherCONCURRENCY 750;00,_ lectri 4=7- 1 . 4 P l L � Engineering - O P ITEM 12/03/93 12! 1 1;219t§78 BAIN TU5 5IE ET @ISIMAIER DISC, OR INK 116. FAIIITAIN FLOOR HIEPSL INTENCEPER ,I AVATTt R ULKWY CLODS SINK S 1til(. SINK RELAY EWA.Of Ian RAP CATCH AREA POOL P1POS LAM au WW2 1ETFA bS PIPING fu4,do PLUMBING Douglas Orr P1bg C J. x002 ADDENDUM TO BUILDING PERMIT APPLICATION (AN AE'ELIC TICN FOR WILDING 1)=MIT HTJST ACCCIHZAAIT THIS ADDEM014. IF A WASTER PERHIT HAS : OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT RE PRESENT ON SD89RGENT APPLICATION: ELECTRICAL MECHANICAL --! 1 44 - a UNIT FEE MA _M ral MOM MUM MINN _ SEM 17 ......m11111111 EINEM ISM MOM imam nolli. IIIIIIMI 11111.11 MEM � NEM. NI L 1611 OUTLETS RECEPTAQ.ES SERVICE II:AR Y SERVICE SIZE IN MS APPL IN1x OUTLETS RIME TP OVEN _M MEM MEM MEM INE MIN MIN RIB HATER HEATER uOTORS O" 1 F ICTtRS OYER 1- 3 FP 1ItRS OVER 3- 5 IP W3TORS 5- 81f 4 fCTORS OVER 8- 10 If 1I►JTCHS OVER 10- 5 FP ICTCPS OVER I5-1E0 PP hOTORS OVER 100 If A/C )UIWlt AIR COrCITI0lCRS SIR IP NEATER GENERATORS TRAIEFOWERS GENERATORS TRA/SMARRS GENERATORS TIW SFCA1ERS SPECIAL RIRFO E CUTLETS =IOC SIGN TUTS SIG+ TRIMMERS SIGN TIME tLOpt TEL& !Sot V IOLATION FIE INSPECTICI FEE A/C WINO A/C COMIC art WORK REFR IGERAT ION PROCE'S! AFC P IMPS UNMY1 TAWS U.F. PRESS '+f.S STEM EOM FUT 'WATER 8a1LERS MEDt M ICAL VENT RAT ION TRANSMIT V G MEWL IES FIRE SPRIND.ER SYSTEMS OXLIPS TOMS V ILLATION RE INSPECT ICH IONI NM miginimmilliNiiiiiNO al 11•1 m No MI NM ammmimmmoumilminlINE NM MI MINIMmummimminiummiMi Um IIMminilliiiiimmimilimilm ME II MINNMEMININIMIIMireimirminimmol iliNgimmEnNEMOU NE NOM arnil•ORNIIIismomniiiIIII =M - INI— EM TEIPCNRY VA DATER CLOSET IRECT MA Alt UNIT FIRE WW1 FCATER-101 MST. GAIN SRO YELL 1iNlNEs PAM ICE SCR uTIL ITY UTILITY -1M1 SEPT TAW 1 117 • CU FT SAN IC 5PR1 SET 13 SLED 1 WELL 4N l ILE/WES . ITEM S#I I TQI CURETS ITEM MIX PEA Fi Qualifier Signature of owner and /or Date.: Notary as to Ownef and /or My Commission Expires: CHRISTINE D. MC CREAM' FEES: PERMIT 1 APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date- to -' Ar Job Address //3IV i•e: Legal Description Owner / Lessee / Tenant l iSAR \n1 q5 Owner's Address 0,30e7 �. Z�° Ipvl~I•P Contracting Co. �, State # Municipal 4k Bonding Company Address WORK DESCRIPTION 0 ti1-11:..... Condo President 3/d 9r C. do President RADON ss # Competency # 1 .Co. Architect /Enginee � s.1-1) Mit-A-4.)( Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN t D 4 _ PAS L L Square Ft. Estimated Cost(value) 1,C 492 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. re OFFICIAL NOTARY SEAL CHRISTINE D MC CREADY NOTARY PUBLIC STATE OF FLORIDA * COMMISSION*IO. CC2l$194 MY COMMISSION EXP. MAR. 2,197, C.C.F. � NOTARY Signature of Contractor Date: Notary as to My Commission Fire Building Mechanical Plumbing Tax Folio Master Permit 4P3 .t,. 13L cii)hone - Address k t 2 Ce '� > t=> �a 4 )`+-C g1 L � 333cty Phon6L3o `33- $ A- r ecfaCCWEFEIPOPARTARB1.014SCOTT W DAVS IS COMMISSION NUMBER 'III'.: Q CC255231 fl,t e 4 MY COMNIISSION EXP. ** TOTAL DUE 4 3 4 0.•*6 - Other Electrical Engineering ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES 4. A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK ftOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN _ ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS 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 COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES A/C WINDOW REINSPECTION WATER SULLY 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 SWIMAING 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 . DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. tSC, k... .ieL� 1 _ CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN 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 BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL P�- PA•v him O ace \./.11 KV 01.0 car <- 6" k to" Sc1.% 4.0 <- t 1 /Z," set.% si o pvG, w/ 3*t %/ c' Tti,t F4 , % W % l to T t4 p1 L_I_•.0 C2'4° F `) - I TV4. 'P/szP Wry TR .MS E c b- 3 4 Q&.•.tcA- `Elms G. R1'Sevc U(- TbTA.)-) G .SGT $ONt I SO /14, 3 4 Ph.NEL_ 04 1C o" SCA 40 WC. •SGT Sox \ S I 1 PCS VA0 LIP o w- L,L"C"S Cf p I SCm. 4-0 R/G W/ /1� ��2AGGj tSb. Y uhlt RS+-rf 17ca.-Aas, •4 tw.I RAC 2c _J I j r .,il ' I II i .11 I I FACULTY/STAFF (WS DECAL) i r M 1 RESIDENT STUDENT PARKING (R/S DECAL) 11 COMMUTER STUDENT PARKING (CIS DECAL) TAAFFIr; Fl r)w nHMH U141V CAMPUS MAP (A) ADMISSIONS (1) COR JESU CHAPEL (2) LIBRARY (3) BROAD AUDITORIUM (4) FINE ARTS (5) WIEGAND (8) ADRIAN- SCIENCE (7) ADRIAN (8)- FARRELLHALL (9) KELLEY HALL 110) POOL - (11) WEBER HALL (12) DUNSPAUGH HALL (13) DALTON HALL (14) LAVOIE HALL (16) THOMPSON HALL (17) RECEIVING (18) RENEE MOTTRAM DOSS I In (18) GROUNDS SHOP (20) VILLA (21) ANDREAS SCHOOL OF Bus! (22) ADULT !1 CONTINUING EDU{ (23) SCHOOL OF PODIATRIC MFI (24) SAGE HALL (25) BROWNE'HALL (28) TRIANGLE BUILDING (27) WIEGAND ANNEX (28) FLOOD HALL (29) HEALTH AND SPORTS CEt1 r (30) JAMES G. GARNER BUILDI 2/1/94 11300 N.E. Second Ave. Date Job Address Miami Shores, FL. '33161 T F 1121360000407 x The east 390feet - of the West 466 feet, of the Nort 19c feet of the o.uth. 460, Legal Description feet of the SE 1/4 of the NE 1/4 of Sect.36 Township 52 South Range 41 - Ea st o`F D ade County Florida. Owner / WINO/ TON % Barry University Phone (305) 899 -3052 _ Contracting Co. N (L` t v r41.K � . Address 1 a5 C • rllu))6Ece,c, � Pf (Au)) g Qualifier Herbert Dell / SS4f - Phone (305) 525 -2971 State # CMCO56642 Municipal 1f Competency # Ins.Co. Owner's Address 11300 N.E. 2 Ave. Miami Shores, FL. 33161 Architect /Engineer ACAI Associates Inc. Bonding Company N/A owner' and/or Condo President Dat Notary as PI ** * FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE to Owne an /or Cond• Preside OFFIC L NOTARY SEAL CHRISTINE D MC CREADY NOTARY PWBLIC STATE OF FpRIDA COMMISSION NO. CC262194 COMMISSION EXP. MAR. 21997 trtl Zonin Mechanical • • Address Mortgagor N/A Address Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING CHANICAL ROOFING PAVING WORK DESCRIPTION HVAC work for new Human Services Building Square Ft. N /A • Estimated Cost(value) $383,000.00 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I a t t above -named contractors to do the work stated. Signature of Contractor or Owner - Builder' .:• Date: 2/1/94 . C G U - b 7n Notary as to •'•ntr,0jula snra der My Commission ExpAiteatimiSsiON EXP. 4ULY 17.' 1998 . BONDED TNRU GENERAL INB..UND. 3 Master Permit p. 35188 Fire Building 4 / Plumbing,. 5130 N.W. 33rd Ave. Ft. Lauderdale NOTARY TOTAL DUE FENCE SIGN Other Electrical Engineering • oA r )3 //6 .&Vcas i # -01. 2 / e 9 a v(� ( Y'r = /( v 1 "AgAv Ca /woo /7 ?3- F4 71 ‘ 12l o _ Date42 /20/93 Job Address Legal Description Owner / Lessee / Tenant CHASE _.COSNTRUCTION Master Permit. #k 35188 Owner's Address Phone Contracting Co. ABLE SANITATION, Qualifier STANFORD W. FREEDMAN SS# Phone State # Municipal #P Competency ## Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION RENTAL OF ONE TEMPORARY WATER CLOSET; PERMIT APPLICATION TOTAL : $3411. 00 _ 60 4 'b Co Square Ft. Estimated Cost(value) 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 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 understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informati •. accurate and that all work will be done in compliance with all applicable laws regulating c on and zoning. Furthermore, I authorize the above -named contractor to do the work stated 1 Signature of owner and /or Condo President Date: Date: DEC 2 9 1E13 A Notary as to Owner and /or Condo President My Commission Expires: FISS y ION N mmm ° < CC194 11 /� F AflAY 23,1 FEES: PERMIT i"' RADON C . C . F . / a NOTARY TOTAL DUE / APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 11200 N MIAMI AVENUE Tax Folio /1- , a_/3 - 00 a1 '"C Zoning Building Mechanical PlumbingA INC. Address 7451 N.W. 63 STREET # 3 ®a� Notary a My Comm to Co ion E Fire �u e of Contractor or Owner- Builder ra or Owner - Builder it v Oota• P Ue OFFICIAL NOTARY S EAL OCLA J LOE9E7A COE& N ** Other Electrical f (1 t(Engineering t- Date 7/29/93 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 11300 N.E. 2nd Avenue Contracting Co. £ Stobs Bros. Construction Co. Tax Folio 11- 2136 -00- 0040 -7 Legal Description Owner / Lessee / Tenant Barry University Master Permit #-. Owner's Address 11300 N.E. 2nd Avenue, Miami Shores, Fla. Phone 899 -3052 Address 580 N.E. 92nd Street, Miami, Fla. Qualifier Jaw,g. Stobs II ss# Phone 751 -1692 State # CGC 011055 Municipal # Competency # Ins.Co. Architect /Engineer ACAI Associates, Inc. Address 5310 N.W. 33rd Ave, Ft. Lauderdale Bonding Company n/a Address Mortgagor Signet Date: L66L1 Notar My C ** * FEES: PERM APPROVED: Zoning n/a Address Permit Type(circle one): BUILDING ELECTRICAL, PLUMBING MECHA ROOFING PAVING FENCE SIGN WORK DESCRIPTION Foundations befOlisv .20/ Square Ft. n/a 1) 7d Estimated Cost(value) $50,000 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 installation as indicated above, and on the attached addendum (if applicable) „ t certify that all work will be performed to meet the standards of. all laws regulating construction i,n this jurisdiction. I understand that separate permtts' are required for .ELEJTRICAL, LUMBING; SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I author' a the above -named contractor to do the work stated. 0 JhhL er and /or Condo res: C") NT? Building Mechanical Plumbing er and /or Condo President S Notary My Co * OFFICIAL NOTARY SEAL COMMISSION NO. C p g.0 `' 6 CO MMISSION EXP.111 y WO • N g ature of Contractor of , s ., ' >�i 9 -Amer . ; 1 � jj COMMISSION NUMBER .0 AA447794 MY COMMISSION EXP. * O F f� JU E 191995 NOTARY Fire s '1 Owner-Builder uilder ** - ° 10»44 A a Other �� Electrical Engineering 29 October 1993 D.F. Ludovici. P.E. Structural Plans Examiner Miami Shores Village Project: Natural & Health Sciences Building Barry College 410 t /2( y /2/1 Disposition: Approved for issuance of permit subject to the following stipulations. 1. Special Inspector services (sub— section 305.3) are required. 2. Prior to issuance of permit. one copy of the following documents must be submitted: a.) Special Inspector Affidavit. b.) Engineer —of— record design analysis and computations. c.) Report of site soil investigation. 3. Prior to proceeding beyond foundation construction. one copy of the following documents must be submitted: a.) Precast concrete design documents in accordance with sub — sections 2509.1 (b) and (g). b.) Mansard Truss framing, design computations permanent cross /lateral /diagonal bracing, etc., in accordance with sub — section 2906.10. June 10, 1993 HARRY UNIVERSITY TO: Frank Lubien Miami Shores Village Building and Zoning FROM: Freddy Utioa SUBJECT: WASA letter As per our conversation, please address letter to: FAX 305 -999 -3054 PAGE e1 BARRY UNIVERSITY Associate Vice President for Facilities Management MEMORANDUM 756 -8972 FU js Eliseo Dauber, Jr. New Business Representative Utilities Development Division Miami Dade Water and Sewer Authority Department P.O. Box 330316 Miami, FL 33233 -0316 The letter can be faxed to him at 305 -889 -7899. Please also fax me a copy at 305-899-3054. Frank, I appreciate all your help. Pit touch base with you next week regarding the structural review. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE DATE: JUNE 25, 1993 TO: ALL MUNICIPALITIES FROM: ANTHONY J. CLEMENTE AS ISTANT COUNT A i� 1? ER G' SUBJECT: SEVER SETTLEMENT AGREEMENT A meeting to update the municipalities on the current status of negotiations between Dade County, the State of Florida and the Federal government pertaining to sewer system capacity is scheduled for Thursday, August 5, 1993 at 10:00 A.M. in Room 18 -2 of the Stephen P. Clark Center, 111 N.W. 1st Street. 411/fr pwas METRO -DADE CENTER OFFICE OF COUNTY MANAGER SUITE 2910 111 N.W. 1st STREET MIAMI, FLORIDA 33128 -1994 (305) 375 -5311 METROPOLITAN DADE COUNTY, FLORIDA METRODADE June 22, 1993 CERTIFIED MAIL P 273 924 858 RETURN RECEIPT REQUESTED Mr. Anthony J. Clemente, Director Miami -Dade Water and Sewer Authority Department 3575 S. LeJeune Road Miami, FL 33146 RE: Sanitary Sewer Connection Restrictions Dear Mr. Clemente: Over the last several months, State and County officials have conducted an exhaustive evaluation of the sanitary sewer system serving Dade County. The findings indicate that in general, significant portions of the sewer collection and transmission system are not capable of conveying peak flows. Furthermore, it has been determined that the regional sewer treatment system serving Dade County is operating above its permitted capacity. This situation frequently results in overflows and discharges of raw sewage to the ground and waters of the County, which in turn constitute a nuisance (Section 24- 3(42)(b) and (c) of the Code), sanitary nuisance conditions (Section 24- 3(58)) and a threat to the public health, safety and welfare. Inasmuch as additional, unrestricted connections to the sanitary sewer system could exacerbate these conditions, it has been determined that no further connections can be approved unless and until it can be demonstrated to this Department that adequate transmission and treatment capacity will be available at the point in time when the connection will be contributing sewage to the system. However, in cases where a nuisance or sanitary nuisance condition exists, a connection may be allowed if in the judgement of the Director of the Department of Environmental Resources Management, or his designee, a more unhealthy condition or an immediate public health threat will result or continue to exist by prohibiting said connection. Accordingly, please be advised that, pursuant to the power and authority granted to me under the provisions of Sections 24 -55, 24 -14, 24- 26(1)(a),(f) and (g) and (3), and 24- 37(2) of the Code of Metropolitan Dade County, Florida, I am hereby ordering you not to approve or grant new sanitary sewer service connections unless and until said sewer service connections have received the prior written ERM ENVIRONMENTAL RESOURCES MANAGEMENT 33 S.W. 2nd AVENUE MIAMI, FLORIDA 33130 -1540 (305) 372 -6789 approval of the Director of the Department of Environmental Resources Management, or his designee. By copy of this correspondence we are notifying the building officials of the municipality or municipalities served by your utility of these restrictions. These restrictions will remain in . effect until further written notice. However, please be advised that this order may be modified or superseded as the result of ongoing State and Federal enforcement actions. This order supersedes the Order of the Director of this Department dated January 27, 1993. The Department offers its •assistance and cooperation if you or your staff need additional information regarding this matter. Please contact the Water and Sewer Division of DERM at 372 -6500 for any assistance you may need. Your cooperation and understanding are greatly appreciated. Sincerely, d a o hn W. Renfro irector de County Department of Environmental Resources Management Enclosure JWR:VEA /rmg cc: Mr. Arthur Teele, Chairman Mr. Carlos Bonzon Mayor Barry Nelson Mr. Jaime A. Mitrani Mayor Xavier Suarez Mr. Santiago J. Ventura Mayor Spero C. Canton Mr. Frank Lubien Mayor Cathy McCann Mr. Felipe Oruna Mayor Matilde Aguirre Mr. Gerardo Saiman Mayor Rafael Conte Ms. Robin Sobrino METROPOLITAN DADE COUNTY, FLORIDA METRODADE June 22, 1993 Mr. Anthony J. Clemente, Director Miami -Dade Water and Sewer Authority Department 3575 S. LeJeune Road Miami, FL 33146 RE: Sanitary Sewer Connection Restrictions Dear Mr. Clemente: CERTIFIED MAIL P 273 924 858 RETURN RECEIPT REQUESTED ERM ENVIRONMENTAL RESOURCES MANAGEMENT 33 S.W. 2nd AVENUE MIAMI, FLORIDA 33130 -1540 (305) 372-6789 Over the last several months, State and County officials have conducted an exhaustive evaluation of the sanitary sewer system serving Dade County. The findings indicate that in general, significant portions of the sewer collection and transmission system are not capable of conveying peak flows. Furthermore, it has been determined that the regional sewer treatment system serving Dade County is operating above its permitted capacity. This situation frequently results in overflows and discharges of raw sewage to the ground and waters of the County, which in turn constitute a nuisance (Section 24- 3(42)(b) and (c) of the Code), sanitary nuisance conditions (Section 24- 3(58)) and a threat to the public health, safety and welfare. Inasmuch as additional, unrestricted connections to the sanitary sewer system could exacerbate these conditions, it has been determined that no further connections can be approved unless and until it can be demonstrated to this Department that adequate transmission and treatment capacity will be available at the point in time when the connection will be contributing sewage to the system. However, in cases where a nuisance or sanitary nuisance condition exists, a connection may be allowed if in the judgement of the Director of the Department of Environmental Resources Management, or his designee, a more unhealthy condition or an immediate public health threat will result or continue to exist by prohibiting said connection. Accordingly, please be advised that, pursuant to the power and authority granted to me under the provisions of Sections 24 -55, 24 -14, 24- 26(1)(a),(f) and (g) and (3), and 24 -37(2) of the Code of Metropolitan Dade County, Florida, I am hereby ordering you not to approve or grant new sanitary sewer service connections unless and until said sewer service connections have received the prior written approval of the Director of the Department of Environmental Resources Management, or his designee. By copy of this correspondence we are notifying the building officials of the municipality or municipalities served by your utility of these restrictions. These restrictions will remain in effect until further written notice. However, please be advised that this order may be modified or superseded as the result of ongoing State and Federal enforcement actions. This order supersedes the Order of the Director of this Department dated January 27, 1993. The Department offers its assistance and cooperation if you or your staff need additional information regarding this matter. Please contact the Water and Sewer Division of DERM at 372 -6500 for any assistance you may need. Your cooperation and understanding are greatly appreciated. Sincerely, d i ohn W. Renfro , 7. rector ade County Department of Environmental Resources Management Enclosure JWR:VEA /rmg cc: Mr. Arthur Teele, Chairman Mr. Carlos Bonzon Mayor Barry Nelson Mr. Jaime A. Mitrani Mayor Xavier Suarez Mr. Santiago J. Ventura Mayor Spero C. Canton Mr. Frank Lubien Mayor Cathy McCann Mr. Felipe Oruna Mayor Matilde Aguirre Mr. Gerardo Salman Mayor Rafael Conte Ms. Robin Sobrino Eliseo Dauber, Jr New Business Representative Utilities Development Division Miami Dade Water and Sewer Authority Department P. 0, Box 330316 Miami, Florida 33233 -0316 Dear Mr. Dauber; This letter is to verify that Barry University is proceeding with plans to construct two classrooms and office building in the immediate future. Barry University presented these two buildings to Miami Shores Village for approval with the stipulation that these buildings were required to alleviate the overcrowding in the present facilities. The plans were approved by the Planning & Zoning Board and the Village Council with this stipulation in mind. If T may be of further assistance, please do not hesitate to call. Sincerely, FL:3c t o i& vott Frank LuBien, Director Building & Zoning usu SkoraTzsa BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 June 17, 1993 10/15/93 11:39 27305 375 3089 10001 MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT VERIFICATION FORM ****** * * ***** * *** *r***e ******** *it *eI **+**T*** *wry *• ** * * • Or ,rf,► * * **** ATLAS PAGE: NAME OF OWNER: MAILING ADDRESS INV #; OAR #: DATE: y 0 /' PROPERTY ADDRESS: //' X, / V TYPE OF USAGE /NUMBER OF UNITS: POP � . PROPERTY LEGAL DESCRIPTION: tJA-11 Q" -4(._ �1 � - 41 ► l ( \ I ' This is to certify that the company Indicated above ') IIi) have a pinch water main abutting the above subject legally described property. We are willing o serve the subject property, (If will have -upon proper conveyance, nd placement into service of water facilities by the developer under agreement with the company bjectto prohibitio restrictions of governmental agencies having jurisdiction over matters hdraw PLAN REV! ++ OMMENTS• 110.01 -24 2193 IEW COMMENTS: TYPE OF EXTENSION 1. L.S. 2. GRAVITY EXTENSION - DATE: STATE APPROVED: __. (SIGNATURE) Co. Dept. if the utility is unable to state that a gravity sewer main exists adjacent to the proposed building site, the applicant must have the following completed by Dade County Department of Environmental Resources Management. Fax 7sry - 701 Phone This is to certify that the company indicated above • • = swill) have a iv ' -vi y - = = a abutting the above subject legally described property. We ar Iling to serve the subject property (if will have•upon proper conveyance and placement into service of sewer facilities by the developer under agreement with the company indicated above) subject to prohibitions or restrictions of governmental agencies having Jurisdiction ov -• . - .f sewer disposal. Further ore, approval of all sewage flows into the Department's system must .R.M, T = antjpated daily water and /or sewage flow for thls project will be K.)O IiIJ�• 1 Post -ItTM' brand fax transmittal memo 7671 F ram IP From S/ 45 Go. Fax' ,97s--508-9 10/15/93 , 11:39 '`305 375 3089 L 001 MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT VERIFICATION FORM ****** * * * * * ** * ** * * * * * *t. * ** * * * * * * * * ** * *** * * * *, * *, *,.. * * * * * * * * ** * * * * ** ATLAS PAGE: NAME OF OWNER: _ MAILING ADDRESS' 110.01.24 2193 IN V #: EW COMMENTS: LA Likiai PROPERTY ADDRESS: I /7 XX P Pitt: c2 N 'Ld TYPE OF USAGE /NUMBER OF UNITS: O1 Qcci PROPERTY LEGAL DESCRIPTION: N TU 14. � 41- C-- . 1L- -E 050 .C=. hdraw PLAN REV! ,t OMMENTS: ._ TYPE OF EXTENSION 1. L.S. 2. GRAVITY EXTENSION DATE STATE APPROVED' This is to certify that the company indicated above ( will) have a,inch water main abutting the above subject legally described property. We are willing to serve the subject property, (If will have -upon proper conveyance, nd placement into service • f water facilities by the developer under agreement with the company bjectto prohibitio or restrictions of governmental agencies having jurisdiction over matters 3 A: r ar This is to certify that the company indicated above It will) have a _ =vi y - _ T. = — a , abutting the above subject legally described property. We ar= fling to serve the subject property (if will have -upon proper conveyance and placement into service of sewer facilities by the developer under agreement with the company indicated above) subject to prohibitions or restrictions of governmental agencies having Jurisdiction CV = -- . - . Sewer disposal. Further ors, approval of all sewage flows into the Department's system must ,R.M, T = ant jpated dally water and/or sewage flow for this project will be frOD fij if the utility is unable to state that a gravity sewer main exists adjacent to the proposed building site, the applicant must have the following completed by Dade County Department of Environmentai Resources Management. (SIGNATURE) OAR #: ELISE EW ENTATIVE • DATE:. -� —' Dept. ND TITL t g _ E • _ Post Ir brand fax transmittal memo 7671 Fe; moo • (/s 7 .. / 4 7-e2x1A4 .x,06, F* S6 -701 Prom Co. Phone Pa 3 7S ^3 08-9 Post-IV" brand fax transmittal memo 7671 #01Pas l'' TO j r t tlt'/2 0.. 'e A * 1'( 4p Co. Co. Dept. Phone 4 Pax 1t 7 J - 6 , - gp 7,0 Fex # 6 7s — ..308 , 9 10/15/93, 11:39 MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT VERIFICATION FORM * * * * * * * * * * * * * t * * * * * t t t * * * * * * * * * * * * * * * * * * * t * * * * * * * * * * * * * t * * * * * * * * * * * * * ATLAS PAGE: 110.01.24 2192 NAME OF OWNER: . MAILING ADDRESS: ''305 375 3089 141001 INV #: LA QAR #: TYPE OF EXTENSION 1. L.S. 2. GRAVITY EXTENSION - DATE: STATE APPROVED: _ . (SIGNATURE) PROPERTY ADDRESS: I xx ►'V � N i TYPE OF USAGE /NUMBER OF UNITS: 51; o op 564,„ T* PROPERTY LEGAL DESCRIPTION: NPR-04R— � 4 SC -E, , )1 (--b\ PC.=, DATE:. - This is to certify that the company indicated above •`will) have a ir.,inch water main abutting the above subject legally described property. We are willing o serve the subject property, Of will have -upon proper conveyance: rid placement into service of water facilities by the developer under agreement with the company bject to prohibitio or restrictions of governmental agencies having Jurisdiction over matters This Is to certify that the company indicated above • • = swill) have a —� � ii. : =vi y = a . abutting the above subject legally described property. We ar Iling to serve the subject property (If will have -upon proper conveyance and placement into service of sewer facilities by the developer under agreement with the company indicated above) subject to prohibitions or restrictions of governmental agencies having jurisdiction ov= -- . . f sewer disposal, Further ore, approval of all sewage flows into the Department's system must pated dally water and /or sewage flow for this project will be 1OO `i.c7l PR T NAM l�� r P- '�' ° � �U TA +.? Jr a.15 '126 ENTS: If the utility is unable to state that a gravity sewer main exists adjacent to the proposed building site, the applicant must have the following completed by Dade County Department of Environmental Resources Management. 10/15/93 11:39 V305 375 3089 MIAMI -DADE WATER AND SEWER AUTHORITY DEPARTMENT VERIFICATION FORM * * * * * * * * i * * * * * * * * * * * * * * i 4 * * * * * * i * * * * 4 * 4 4 4 * * * * * * * * * * * * * * * * * * 4 4 4 4 * * * * * * * ATLAS PAGE: NAME OF OWNER: MAILING ADDRESS: PROPERTY ADDRESS: // XX '' c=) TYPE OF. USAGE /NUMBER OF UNITS: 54 00 ! S ,. 'TI PROPERTY LEGAL DESCRIPTION: N UP 4C ., t ' c1. Sc L -E, t LZ1 j) , PLAN REV! OMMENTS' 110.01 -24 2192 INV #: IEW COMMENTS: OAR #: LA ka TYPE OF EXTENSION 1. L.S. 2. GRAVITY EXTENSION DATE STATE APPROVED: (SIGNATURE) DATE:. 11 This Is to certify that the company indicated above (� will) have a c, inch water main abutting the above subject legally described property. We are willing o serve the subject property, (If will have -upon proper conveyance nd placement into service of water facilities by the developer under agreement with the odmpany b]ectto prohibitio or restrictions of governmental agencies having jurisdiction over matters hdraw 41001 rr r N This Is to certify that the company indicated above • • : !,will) have a — tl = - y - = - a abutting the above subject legally described property. We ar= Iling to serve the subject property (if will have•upon proper conveyance and placement into service of sewer facilities by the developer under agreement with the company indicated above) subject to prohibitions or restrictions of governmental agencies having Jurisdiction ov: -• . . f Sewer disposal. Further Ore, approval of all sewage flows into the Department's system must s ated dally water and/or sewage flow for thls project will be kl00 tf PR° T NAM:. ���' �FiTY -° cr. ,... ,. Jr 14 .1 tii 4 - "114_ 111 � if the utility is unable to state that a gravity sewer main exists adjacent to the proposed building site, the applicant must have the following completed by Dade County Department of Environmental Resources Management- __ Post-Ir brand fax transmittal memo 7879 I# mos Co. c o. Dept. Pa" 7 s'av - e1 Phone R O B E R T K . SWARTHOUT, I N C O R P O R A T E D city planning consultants May 21, 1993 Mr. Frank Lubien Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 \i-V1/40* 5 N CZ 400 South Dixie Highway, Suite 121 Boca Raton, Florida 33432 -6023 (407) 392 -5800 (305) 467 -5800 SUBJECT: Concurrency Review of Two Barry University Buildings Dear Mr. Lubien: Attached is our review which shows that the applications meet the concurrency requirements of the code subject to staff review of the drainage plan. The total cost of the review is as follows: 9 hours RKSI planner @ $100/hr. Traffic study by Barton- Aschman TOTAL $900 600 $1,500 This exceeds the $600 deposit make by the University but this was understood by the applicant and Village as indicated in my memorandum of April 27, 1993. Sincerely yours, ROBERT K. SWARTHOUT, INCORPORATED ® ° / �,►r__ Stephen H. Pitkin, AICP SHP:tb Enclosure May 1993 Barry University Natural and Health Science Building Barry University Powers Building 1. Sewage: Science Building will generate 2,010 gpd Powers Building will generate 2,380 gpd County -wide treatment system is at 97.1% of 133,000,000 gpd capacity Central Dade County sewer moratorium does not apply Meets Concurrency 2. Water: Meets Concurrency 3. Solid Waste: MIAMI SHORES VILLAGE CONCURRENCY REPORT Science Building will generate 2,340 gpd Powers Building will generate 2,780 gpd County -wide supply and treatment at 75.8% of 403,000,000 gpd capacity Science Building will generate 360 lbs per day Powers Building will generate 427 lbs per day Meets Concurrency 4. Traffic:* Existing peak hour trips on N. Miami Ave. 1,050 Maximum additional trips generated by the two buildings 140 Resulting future peak hour volume 1,190 LOS D limit 1,220 Meets Concurrency * Based upon traffic analysis by Barton - Aschman Associates 5. Recreation: No applicable 6. Drainage: Review to be done by Village staff Peak Hour Trips • PUBLIC FACILITY CONCUR.RENCY REVIEW APPLICATION VILLAGE OF MIAMI SHORES APPLICATION NO.: DATE: 3/23/93 APPLICANT: Ra rry University RECEIPTNO.• MAIL ADDRESS: i 1 l n n N_ R_ 2nd Avenue FEE: $ Miami Shnres, F1 11161 PHONE: 305 - 899 - 3050 PROJECT NAME: NAME OF ENGINEER OR ARCHITECT: AC:AT Associates. Inc. ADDRESS: 5310 N.W. 33rd Avenue, Suite 218 Ft T•a»r1F+rda1p F1 33309 PHONE: 305 - 484 -4000 PROJECT ADDRESS: 11300 N.E. 2nd Avenue LAND USE PLAN MAP CATEGORY: Na+„ra1 k Health Science Building • ZONING: -1 CURRENT GENERAL USE: COMMERCIAL INDUSTRIAL RESIDENTIAL OTHER EXISTING PRIMARY SPECIFIC USE: Sq. Ft. of Floor Area EXISTING ACCESSORY USE: Sq. Ft. of Floor Area EXISTING NUMBER OF DWELLING UNITS: PROPOSED GENERAL USE: COMMERCIAL INDUSTRIAL PROPOSED NUMBER OF • DWELLING UNITS: ATTACHMENTS: DEVELOPMENT PERMIT APPLICATION x DRAINAGE PLAN x SITE PLAN OR PLAT MAP RESIDENTIAL OTHER C n1 l eg PROPOSED PRIMARY SPECIFIC USE: Lab /Classroom /Office Sq. Ft. of Floor Area 36,000 s.f. PROPOSED ACCESSORY USE: none Sq. Ft. of Floor Area none BUILDING AND ZONING DEPARTMENT DISPOSITION: DATE Barry University Expansion Natural & Health Science Building Y. Courtyard Expansions 0.85 acre area bounded by the Weigand Building on the north, the Adrian Science Building on the east, the Adrian Building on the south, and the Fine Arts Building on the west. A. Acreages 1. Existing a.) Impervious - Sidewalk, courtyard, etc. 0.14 Acre - Building = 0.03 Acre 0.17 Acre b.) Pervious = 0.68 Aare 2. Proposed a.) Zmpdrvious - Sidewalk - Building b.) Pervious B. Water Quality 1. Compute the first .inch of run -off from the developed project area: = 1 inch x 0.85 Acre x 1 Foot, 12 inches = 0.07 Aare -Feet 2. Compute 2.5 inches times the percentage of imperviousness. a.) Site area for Water Quality Pervious /Impervious Calculations only. . Total Project Area - Roof = 0.85 - 0.27 = 0.58 Acres for Water Quality Pervious /Impervious b.) impervious Area for Water Quality Pervious /Impervious Calculations Only 0.01 Aare 0.27 Acre 0.28 Acre = 0.57 Acre (Site Area for Water Quality Pervious /Impervious) - Pervious 0.58 - 0.57 = 0.01 Acre o.) Percentage of Impervious for Water Quality Impervious Area for Water Ouality Site Area for Water Quality x 100% _ • 1 0.58 x 100 _= 1.7% d.) For 2.5 Times the Percentage Impervious 2.5 x 0.017 = 0.04 Inches to be treated e.) Compute the Volume Required for Quality Detention = 0.04 Inches x 0.85 Acre x 1 Foot 12 Inches 0.003 Acre - Feet 3. Since the 0.07 acre - feet are greater than the 0.003 acre ..feet computed for 2.5 times the percentage impervious, the volume of 0.07 acre -feet controls. The system proposed is dry retention, therefore, a SO% volume reduction is acceptable per South Florida Water Management District (SFWMD) Volume IV - Basis of Review, Section 3.2.2.2.a.3: Required Dry Retention Volume - 0.50 (0.07 Ac. -Ft.) = 0.035 Aa. - Ft. = 0.42 Acre - Inches 4. Exfiltration Trench Calculations Size the exfiltration trench to handle 0.42 acre - inches. As per SFWBD Volume IV, Basis of Review, the quantity of exfiltration to be required shall be calculated as follows: L= V R [ H +2H Du +2H ] + (1.3 9 x 10" WDu Where: L= Length of trench required (feet) V= Volume to be treated (acre - inches) W = Trench width (feet) K= Hydraulic conductivity (CPS /FT' -FT Head) 11 Depth to water table (feet) Du= Non - saturated trench depth (feet) Ds= Saturated trench depth (feet) Volume to be treated = V = 0.42 Acre - inch A all 1.1 x 10 CFS /FT -F2. Head I. - 0.42 - 7,. W. r. 1.1x10 "`[(4.6)(8.0) +2(4.5)(8.6) -(8 .6)(8.5) +2(4,5)(1.5)1 +1.39x20` (8.0� )(8.5) =44,8 To meet required pretreatment volume, 45 L.F. of exfiltration trench is required. The infiltration trench will be located in the open courtyard area to the west of the new structure. It shall be served by 2 catch basins and roof leaders shall be tied into the catch basins. Barry University Vice President for Business & Finance July 2, 1993 Frank Lubien Building and Zoning Director Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 RE: Natural & Health Science Building Human Services Building Dear Frank: 11300 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33161 -6695 Direct Number (305) 899 - 3050 Fax (305) 899 -3054 Switchboard (305) 899 -3000 This is to state that Barry University agrees to remove any foundation work and restore the site to original condition if a building permit for either structure is not issued for some reason. If you have any questions, please call me. Sincerely yours I a • rr 7 mothy H. z giec Vice President for THC /jas 0 -€7&Q) iness & Finance A Catholic International University ,af euay.mam.... cal architects /en 5310 n.w. 33rd even October 10, 1994 Frank Lubien, Director of Code Enforcement Building and Zoning Department MIAMI SHORES VILLAGE 10050 Northeast 2nd Avenue Miami Shores, Florida Re: Natural and Health Sciences Building - Barry University Project No. 92 -017 001 Dear Frank: This letter serves to advise you that, based on our observation of the construction of the above referenced project, it is our opinion, to the best of our knowledge and belief, that the third floor of the building has been completed in general compliance with the approved plans and specifications, and as required by the South Florida Building Code, Dade Edition, Life Safety Code and all other applicable codes. Sincerely, • • A . J. Cotilla, Jr., AIA President ORATED AJC/pcm cc: Freddy E. Ulloa, V.P. Facilities Mgmt. -- Barry University File /JJG/RCG -- ACM Associates, Inc. mac:92 -017 #2:G01:LETTERS:Ltr. -F. Lubien 10/11/94 cia es, incorporated /roofing consultants /interior designers /aac 001323 • • suite 218 • fort Lauderdale, florida 33309 -6300 • telephone (305) 484 -4000 / fax (305) 484 -5588 No, 2007 Lot Remarks: Permit No. 35179 BUILDING AND ZONING DEPARTMENT :0050 N E SECOND AvENUE MIAMI SHORES. FLORIDA 33138-23/32 TE:EPIrONE (305) 795 -2204 FAX (305) 756 -8972 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building Natural Health and Science Building Date October 11, 1994 Barry University Block Subdivision Street Address 11300 N.E. 2nd Avenue, Miami Shores Approved use by occupancy Classrooms and offices This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Utim, FRANK LUMEN, DIRECTOR, BUILDING DIVISION August 29, 1994 Dear Frank: Sincerely, Frank Lubien, Director of Code Enforcement Building and Zoning Department MIAMI SHORES VILLAGE 10050 Northeast 2nd Avenue Miami Shores, Florida Re: Natural Health Sciences Building - Barry University Project No. 92 -017 G01 This letter serves to advise you that, based on our observation of the construction of the above referenced project, it is our opinion, to the best of our knowledge and belief, that the building has been completed in general compliance with the approved plans and specifications, and as required by the South Florida Building Code, Dade Edition, Life Safety Code and all other applicable codes. Please note that on this date, ACM considers the first and second floor of the referenced building to be substantially completed and that the third floor will be ready on approximately the 3rd week of September, 1994. AJC/jb cc: Freddy E. Ulloa, V.P. Facilities Mgmt. -- Barry University File/JJG/RCG -- ACM Associates, Inc. mac:92- 017#2:PT:LETTERS:Ltr: F. Lubien 08/29/94 cal a.► c1a es, incorporated architects /en a /roofing consultants / interior designers / aac001323 • eb 0004379 5310 n.w. 33rd aven . • suite 218 • fort lauderdate, florida 33309 -6300 • telephone (305) 484 -4000 / fax (305) 484 -5588 iU. i 4i=44 =Jo :39/01/94 10:53 $305 484 5588 ACAI ASSOC., INC Fax Memo Date: Ada.- 3// To: fi X Lc)J5, 1, OM Gut's cvl �.•Coxr, i Ozo via6 l(! /4 tr , 5' 1/ l# + Fax No.: 799 -897 From RUTH C . G0713 C .D . T. , C.S.I. ACAI ASSOCIATES, INC. Job: 4 • //7ff. 4 / 5 AftiaZiaih6 '' cm.,76/415 / Job No.: 92 p7 Cr?/ Total pages, including Cover Letter_ a. 4 07= pAcio 7 BvrC2,4cra cri +,41 14) - aecaor alto" rac ,trl. 4- f 00;v. a2G G i respair our cow-. acailascpcia es, incorporated architect /ettgin lrooflag coasaIraas /interior dCag rileae001323•eb0OO437S srl®fimnC3051_ 1 1001 p August 29, 1994 Frank Lubien, Director of Code Rnforcement Building and Zoning Department MIAMI SHORES VILLAGE 10050 Northeast 2nd Avenue Miami Shores, Florida Re: Natural Health Sciences Building - Barry University Project No. 92-017 GO1 Dear Frank: This letter serves to advise you that, based on our observation of the construction.of the above referenced project, it is our opinion, to the best of our knowledge and belief, that the building has been completed in general compliance with the approved plans and specifications, and as required by the South Florida Building Code, Dade Edition, Life Safety Code and all other applicable codes. Please note that on this date, ACAI considers the first and second floor of the referenced building to be substantially completed and that the third floor will be ready on approximately the 3rd week of September, 1994. Sincerely, .. AJC/jb cc: Freddy E. Ulloa, V.P. Facilities Mgmt. — Barry University File/JJG/RCG — ACAI Associates, Inc. mac:92 -0I7 L•E D wTTER&Lcr. -F. Lubrsn 08/29/94 / acs - ► cia es incorporated arezfteets / /roofing const !tents/into ier designers /aac001323 •eb000ti379 5310 ILMC 33CCI ZVINT • sufte 2t8 *fort TaaderdnIg Soda 33309 .62004teleptama[305)484-4000 Ix(305) 424.5588 No. 2004 Owner, Agent or Tenant of Building Lot Street Address BUILDING AND ZONING DEPARTMENT 10050 N E. SECOND AVENUE MIAMI SHORES. FLORIDA 33139-2382 rcL.EPI..IONE (305) 795 -220A FAx (305) 756-6972 CERTIFICATE OF OCCUPANCY Date August 24, 1994 Barry University Natural Health and Science Building. 1st & 2nd floors only. Block Subdivision 11300 N.E. 2 Avenue, Miami Shores Approved use by occupancy Classrooms and offices Remarks: Permit No. 35179 This Certificate of Occupancy is issued to the above named Omer for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Frank Lubien, Director, BUILDING DIVISION No. 2004 CERTIFICATE OF OCCUPANCY Owner, Agent or Tenant of Building Lot !:J iliaazi (_ hot:Pit/aye BUILDING AND ZONING DEPARTMENT 10050 NE SECOND AVENUE MIAMI SNORES. FLORIDA 33138-2382 TELEPHONE (305) 795 -220d FAX (305) 756-9972 Street Address Barry University Natural Health and Science Building. 1st & 2nd floors only. Block Subdivision 11300 N.E. 2 Avenue, Miami Shores Date August 24, 1994 Approved use by occupancy Classrooms and offices Remarks: Permit No. 35179 This Certificate of Occupancy is issued to the above named Owner for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. ti taism/ Frank Lubien, Director, BUILDING DIVISION MEMBER: FLORIDA SOCIETY OF PROFESSIONAL LAND SURVEYORS AMERICAN CONGRESS ON SURVEYING AND MAPPING A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS HYDROGRAPHIC SURVEYORS 820 N. E. 128114 STREET NORTH MIAMI, FLORIDA 33181 Mr. Frank Lubien, Director Building & Zoning Department` Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Flroida 33138 Dear Mr. Lubien: This is to certify that the finished floor elevation of the new "Natural & Health Sciences Building" at Barry University is elevation 14.95 feet, National Geodetic Vertical Datum. The National Flood Insurance Data is as follows: Community No.: Panel No.: Suffix: Map Date: Zone: Ref: Ord. #10828 August 16, 1994 Re: Natural & Health Sciences Building Barry University 120652 0093 n March 2, 1994 "X" (which indicates area determined to be outside the 500 -year flood plain) . ,9 HOWARD C. GAMBLE Registered Land Surveyor No. 1683 State of Florida cc: Stobs Brothers Construction Co. TEL (305) 891 -7340 FAX: (305) 893 -0325 Vice President -y: . q i FIRE ALARM SYSTEM CERTIFICATION AND DESCRIPTION Complete Parts 1 and 3 through 9 after the system is installed, and the installation wiring has been checked. Complete. Part 2 after the operational tests have been performed. Name • Address Signed Representative Telephone Location of As Built Drawings Location of Owner's Manuals Location of Test Reports 1. Certification of System Installation: (Fill out after installation is complete and wiring checked for opens, shorts, ground faults, and improper branching, but prior to conducting rational acceptance tests.) I This system installation was inspected by - NCM 1~ on J ( Lc 1 �c and found to comply with the installation requ - - NFPA 72 Chap. 6 (72A), Chap. 7 (72B), Chap. 8 (72C), Chap. 9 (72D), Chap. 10 (72F), 72E - Circle any that apply. Article 760 of NFPA 70, National Elecurical Code® NFPA 72H Manufacturer's Instructions Other (specify) '_. Certification of System Operation: All operational features and functions of this system were tested by and found to be operating in accordance with the requirements ol: Protected System System Service Property Installer Supplier Organization 4 ...l r,L) Y.t te Simpler Time Rocorriwr (_n SUS tIN 3801 Commerce Parkway Miramar, Florida 33025 305/431 -3900 305/930 -6800 Signed _ � .lt11 Organization se r ,L.COL) ` a l(. Date NFPA 72 Chap. 6 (72A), Chap. 7 (72B). Chap. 8 (72C). Chap. 9 (720). Chap. 10 (72F), 72E - Circle any that apply. Job Specifications Manufacturer's Instructions Ot specify) Date 6 -(( --q on 8--(6-cot Organization 1 � � Test Witness for the A thority Having Jurisdiction f �' 77 ®� 3. (s) of System or Service: NFPA 72, Chap. 6 (72A) - Local. If alarm is transmitted to location(s) off premises, list where received: NFPA 72, Chap. 7 (72B) - Auxiliary. Indicate type of connection: Local Energy Shunt Parallel Telephone Location and telephone number for receipt of signals NFPA 72, Chap. 8 (72C) - Remote Station: Location and telephone number for receipt of signals Alarm Supervisory NFPA 72, Chap. 9 (72D) - Proprietary. If alarms arc retransmitted to Public Fire Service Comm. Center or Central Station, indicate location and tele. no. of the organization receiving alarm rte Indicate how alarm is retransmitted • NFPA 72, Chap. 10 (72F) - Emergency Voice/Alarm Service: Quantity of voice/alarm channels Single Multiple (specify) Quantity of speakers installed Quantity of speaker zones Quantity of telephones or telephone jacks included in system OCCUPANT ar METRO -DADE FIRE RESCUE DEPARTMENT FIRE INSPECTION REPORT CONTINUATION \ AoD� RESS tlr- Yt l(N 1�+��` 11 . ,; 1 K �.t pl(� i�l • ?�r�;�� J I l DA L ) AGA a. ..1'c vv :A- vlrr < /J���rn r 1/r� \, We r 1t \iIIhtC %ySF�r�1 I 5i�Ca r� 1 � 4 125-01 -105 6193 . %LA P •v. `T C- r (A /C � b/G ,"i o») ( Ecci 2 3 Page of Pages 1 e- /7-99 INSPECTOR_ Framing IJ(ia'#si � Oillqe BUILDING Tie Beam PLUMBING Temporary Toilet Septic Tank Sheathing Slab Rough Fixtures ELECTRICAL Temporary Service Rough Air Cond. Ducts SPECIAL Sidewalks and Clean-Up Yard Spaces Owner BAPr comrector4 t0 S Lot Block Subdivision Address NOTICE: All Sub - Contractor LICENSES and PERMITS Before Work is Started. No Work on ?f. Sunday No Work Before 7:30 A.M. N0.3�f h ' No Night Work. Foundation Fixtures Pool — Floor Walls Roofing Final Final Serv. NOTICE TO BUILDER: Protect This Card and Return To Building Department For Q'rtificat o Occupancy y?v'•T ar..� � 3.s' :X° �T: ��x .,. ! + H' 'Ar ...� mz z INSPECTION MONTHS: DATE INSPECTED: 1. NAME OF BUILDING: g,,,,Tv i/ (i'- ?‘" 2. BUIL6ING ADDRESS: ,rs3 A 3. BILLING ADDRESS: DC # (s) Passenger Freight Escalator Dumbwaiter Wheelchair lift Inspection Code Disposition Code The equipment listed on the bottom of this page was inspected by an inspector of the Elevator Section of the Dade County Building & Zoning Department. The equipment was found to be satisfactory ❑ . The following conditions noted 0. If compliance date specified, after correction this form is to be signed by owner and sent back to the Building & Zoning Department. SIGNATURE OF INSE d 123.01 -0 : was METROPOLITAN DADE COUNTY BUILDING & ZONING DEPARTMENT METRO DADE CENTER, 111 N.W. 1sT STREET • MIAMI, FLORIDA 33128 ELEVATOR, ESCALATOR & DUMBWAITER • REPORT OF INSPECTION ELEVATOR SECTION .4 .. .r4/.4 , 7 -- e) .1? C ;37 , /.A i/ C 1 '1/44.7° DATE LAST INSPECTED ,/ A,/ 7 j r / Z , 91vG ,J, i h/ Se ZIP CC DE: LIST CODE VIOLATIONS BELOW RECEIVED BY: • Signature of person who verifi •corrections were made you wish to speak. with 4 the inspector "call 375- 257517:00 AM ON L . *S ' 4989 TYPES OF INSPECTIONS 1) CONSTRUCTON 2) INITIAL 3) ANNUAL 4) SEMI-ANNUAL 5) RE- INSPECTION . INf 1AL 6) RE-INSPECTION - REGULAR 7) COMPLAINT 8) ACCIDENT INSPECTION DISPOSITON CODE 1) APPROVED 2) APPROVED - LIMITED 3) REJECTED . SHUTDOWN 4) REJECTED • CONSTRUCTION .S7 To: Building official 10050 N.E. 2nd Ave. Miami Shores, Florida 33138 I, the undersigned professional Engineer /Architect, registered in the state of Florida have been retained by the owners, glAw2.g. S and Contractor, ,, o at 1 300 of of the property iocatt ta 'perform• all the uties of a Speci Inspector, as defined in Section 305.3 of the South 'Florida Building Code. This office will be responsible to the Building Official of Miami Shores Village for the inspection of-all the structural aspects of the:. Construction generated documents such as a pile log, Convrete' test reports, etc, will be preserved. I will submit signed and sealed inspection reports and progress reports indicating approved programs of the work and /or required corrections with necessary follow -ups reports indicating correction of all deficiencies and /or required corrections. Upon my determination' that the structure has been satisfactorily completed, I will submit to the Building official of Miami Shores Village, my Certificate of Compliance stating that to the best of my knowledge and belief and professional judgement the work is in substantial accordance with the. Approved Plans and the South Florida Building Code. I understand that this Certificate is a prerequisite to final inspection by the Building Official for issuance of a Certificate of Occupancy by the City. at _ /l "SPEC XNSPEGTOR .'AFFIDAVIT Dates // —/D • 75 /S/ Reg. No.� d To= Building Official Dates 10050 N.E. 2nd Ave. Miami Shores, Florida 33138 I, the undersigned Professional Engineer /Architect, registered in the state of Florida have been retained by the owners, t,i tiI — S and Contractor, j o` at 1 500 _ _ of the property located P4 - NO . to =:perform . all y - the duties of a Special Ins Section 305.3 '. of the South Florida Building Coder' a� defined in This office will be responsible to the Building Official of Miami Shores Village for the inspection of. all the structural aspects of the::structure. Construction generated documents such as a pile log, concrete test reports, etc, will be preserved. I will submit signed and sealed inspection reports and progress reports indicating approved programs of. the work and /or required corrections with necessary follow -ups reports indicating correction of all deficiencies and /or required corrections. Upon my determination "that the structure has been satisfactorily completed, I will submit to the Building Official of Miami Shores Village, my Certificate of Compliance stating that to the best of my knowledge and belief and professional judgement the work is in substantial accordance with the. Approved Plans and the South Florida Building Code. 1. understand that this Certificate is a prerequisite to final inspection by the Building Official for issuance of a Certificate of Occupancy by the City. � !k k L r ov e d (Contr SPECIAL : XNSPiaTOR AFFIDAVIT D =t -) /5/ Reg. No. Name e 9 / (Please Print)) Address s � 5Fe. ,', t peo Telephone :' SEAS =r BR�A II a r d, R n ,! ti%lilt.Itlit • A'I'Ii.►NAs (do, sl't.1 i' . I• Midair Itwrt Ilri.r Gullet iu Prnlr.•.onrl 11di1.lii, %uilr .1(5.; I•'urt 1.an.l.•.4.11r I'I..rida 333111 .I• •:..it.I.2') . , 303.54')1.1309 I•'a� t A t h n n (l K C o n s u l t i n g • E n g i n e e r A. I n c August 24, 1994 VI: t%6, £Z Jflti Tod TLT Mr. Carl R. Cox, Vice President Stabs Brothers Construction Co. 580 N.E. 92nd Street Miami Shores, Florida 33138 RE: Barry University Natural Health Science Center Gas Shut -Off Valves in Labs Gentlemen: Very Truly Yours, We have reviewed the requirement for separate gas shut -off valves in addition to the lab countertop turret gas valves, as requested by the Chief Building Official. According to the South Florida Building Code, Section 4701.7, paragth (dxl), every gas appliance connected to a gas line shall have an accessible manual shut -off valve installed upstream of the union or connector and within six feet of the appliance it serves. The present installation conforms with this requrnnent. The manual shut -off valve installed upstream of the connector, is the laboratory hose cock with turret mounted on the counter. The connector is the serrated nozzle outlet. Additionally, any countertop appliance will have its own shut-off cock. We have reviewed other applicable codes and have found no requirement for additional valves as mentioned by the Inspector. Additionally, in the event of a lab gas leak, we have provided emergency gas shut -off valves outside each lab, mounted in a wall valve box for easy access. Again, the present design and installation conf4ns with current code requirements as interpreted by our office. We are available for further, discussion regarding this issue if needed. If you should have any questions, please don't hesitate to contact our office. BARD, RAO + ATHANAS CONSULTING ENG[NEERS, INC. (.tLl Thomas E. Perry Associate TEP /mxw cc: EMB/DMD/'TEP /CC/file 92.940 • r ICI Dear Sirs: Yours Truly, BY: M.A. SUAREZ & ASSOCIATES, INC. Miami Shores Building Department 10050 N.E. 2nd Avenue Village City Hall Miami Shores, Florida 33138 Attn: Frank Lubien M.A. SUAREZ & ASSOCIATES, INC. Consulting Engineers 2990 S.W. 35 Avenue o Miami, Florida 33133 Telephone: (305] 443 -0691 Date:July 25, 1994 I, Mario A. Suarez, P.E. having been retained as Special Inspector for Barry University Health & Science Building Permit # 35179 ,located at 11300 N.E. 2nd Avenue, Miami Shores, Florida , hereby state that to the best of my knowledge and belief, the construction of the above described project of all load - bearing components complies with the permitted documents, and the shoring and reshoring conforms with the shoring and reshoring plans submitted to the Building and Zoning Department. I. Construction Phases Formwork Levet Reinforc. Placed Level Concrete Placed Level Foundation • * Pile Caps Grade Beams a Spead Ftgs. Area of mens Elev. mach. toilet room & Elev. 1 Area of mens Elev. mach. toilet room & el ,e DN. Super- Structure Stabs - ' Beams • - - - . Columns - - S Walls Other - Areas Slabs e 0 . - Beams . - - Columns - Walls CONSTRUCTION INSPECTION REPORT i 1 Natural and Health Science's PROJECT NAME+ Building' at Barry University IMATI Miami Shores Campus Comments, APPROVED FOR POUR. I7. In. •r.r 2990 S. W. 35 AVENUE MIAMI, FLORIDA 33133 (305) 443-0691 . PERMIT Na. 35 i7 9 DATE. 10 - 22 -93 CONTRACTOR. Stobs Bros. Construction Co. WEATHER, fair Hot Cold Cloudy Ratn Windy FILE No. 9161 -s Mario A. Suarez, P. E. Construction Phase' Formwork Level Reinforc. Placed Level Concrete Placed Level Foundation .. - * Pile Caps Grade Beams . - Spead Ftgs. North 1/2 - FDN North 1/2 FDN Area of mens ,Rlev. marh_ toilet ronm K. Plg=07. FDN . _ Super- Structure _ Slabs _ Beams - _ Columns Valls Other - Areas . - Slabs . • • . _ Beams , . - - . - . Columns - _ _ _ , Valls . _ , - - CONSTRUCTION =FICTION REPORT # 2 _ Nature]. and Health Science's PROJECT NAME. Building' at Barry University Amman* Miami Shores Campus Cop festal - Comments I% Ills SI.Wittl—L Ii 1°144...11-.■.M1 1.44 61* yo 2990 S. V. 35 AVENUE MIAMI, FLORIDA 33133 .z7 (305) 443-0691 • WEATHER. Far j Hot Cold Cloudy Ram Vindy . 1) Raise additiohal'top_ bars shown on plans to top of footing. 2) Add 2 # 5 in top of footing at south entry to room 116-B. APPROVED FOR POOR. DATE' CONTRACTOR' Stobs Bros. Construction Co, 93 „PERMIT No. 35 FILE No. 0161 inspec Mario A. Suarez, P. E. CONSTRUCTION INSPECTION REPORT i 3 Buiidin_aat Health Science's PROJECT NAND . q` Shores Campus LOCATION, Miami tither Areas hoses Pile Caps Grade Beams Spead Figs. Stabs Beams Columns V ails Slabs Beams Columns Valls Formwork S.E. corner, E. stair & womens toilet Levet FDN Reinforc. Ptaced Level S.E. corner, E. stair & womens toilet FDN Concrete Raced North 1/2 i Construction P Foundation • Super - Structure Copiesloa 1. Provide dowels at bulkhead adjacent to east stair. 2. Add trasverse_reinforcing at WF -42 at east wall. APPROVED FOR POUR. Pt A. Sl1ARCZ lk ASZt.K.. LA 1 La, srtt.. 2990 S. V. 35 AVENUE MIAMI FLORIDA 33133 DATE. 11 - - 93 (305) 443 -0691 • CCNTRACTORi Stobs Bros. Construction Co. WEATHER, Fair Hot Cold Cloudy Rath Vtndy Insptcton Mario A. PERMIT No. 3517 9 FILE No. Suarez, P. E. Levet FDN Construction Phase' Formwork Level Reinforc. Placed Level Concrete Placed Lev et Foundation - * Pile Caps Grade Beams Spead Ftgs. W. wall room 106 & - W & S. wall room 10A FDN W. wall room 106 ja & S. wall room & 105 FDN S.E. corner, E. & womens toilet stair FDN - Super- Structure I E [ Slabs Beams ` Columns - - - Walls :Other Areas Slabs . • Beams - - Columns - Walls - - I CONSTRUCTION INSPECTION REPORT • 4 Copestol Convents' Natur and Health Sc:ience's PROJECT NAME:. Building. at Barry University LOCATID 1 Miami Shores Campus APPROVED FOR POUR N. A. SUARCZ L ASSOCIATE% 1NG 2990 S. V. 33 AVENUE " ^MIAMI, FLORIDA 33133 - _(303) 443-0691 DATE' 11 - - 93 CONTRACTOR' Stobs Bros. Construction Co. • WEATHER' Fair Hot Cold Cloudy Rain Windy . PERMIT No. 35179 FILE No. 93 -s a er , Mario A. Suarez, P. E. A',/p Construction Phase' Formwork Levet Reinforc. Placed Level Concrete Placed Level Foundation * Pile Caps Grade Beams _ Spead Ftgs. S. walls of rooms 116, 110& 111 & N &W wall of FDN S. walls of rooms 11i, 110& 111 & N &W wall FDN W. wall room 106 & W & S wall room 105 FDN room 102 of room 102 Super- Structure Stabs • - Beams . Columns - Watts 1 Gther - - Areas Slabs Beams - - Columns - . _ Walls r Coplesta - - . • _ _ Corvients• Inspectors Mario A. Suarez, P. E. APPROVED FOR POUR ` CtI1STRUCTIUN INSPECTION REPORT i 5 Natural and Health Science's PIMA= NAMES , Buildinq at Barry University LOCATIt* Miami Shores Campus M. A. SUAPI2 i ASSU;.'LA t La; LN1t.. 2990 S. V. 35 AVENUE MIAMI, FLORIDA 33133 BATE' 11 - 16 - 93 (305) 443 -0691 .PERMIT No. 35179 CONTRACTOR' Stobs Bros. Construction Co. WEATHER, Fair Hot Cold Cloudy Rain Windy FILE No. 93 63 -s Construction Phase' Formwork Level Reinforc. Placed Level Concrete Placed Level Foundation • * Pile Caps - Grade Beams Spead Ftgs. Conc. Walls Elev. pit walls - FDN Elev. pit walls FDN S. walls rooms 116, 11 &111 & N &W walls rm 102 FDN Super- Structure Stabs Beams . Columns Valls - Other - Areas Stabs - Beams - . - Columns Valts • CONSTRUCTION INSPECTION REPORT 6 6 _ Coplestoi - • Comments Natur and Health Science's p NAmE. Buildin • at Barry Univ -r . _. imam Miami Shores Campus . APPROVED FOR POUR K A. SUACZ & ASSt7,`'IA 1 t 1114.• 2990 S. V. 35 AVENUE MIA144 FLORIDA 33133 BA 11 - 19 - 93 (305) 443 -0691 • CONTRACTOR' Stobs Bros. Construction Co. • WEATHER Fair Hot Cold Cloudy Rain Windy PST No. 35179 FILE Na. 9361 -s Inspector• Mario A. Suarez, P. E. Natural and Health Science's PROJECT NAME. Building at Barry University LocAnum Miami Shores Campus Other Areas Pile Caps Grade Beams Spead Ftgs. Conc. walls Slabs Beams Columns Watts Slabs Beams Columns Walls 45. Formwork N. & E wall room 106 Level FDN Remforc Placed N. & E wall room 106 Level FDN Concrete Placed Elev. pit walls Foundation Cepalstag , CONSTRUCTION VISPECTICIN REPORT 41 7 Construction Phase' Super- Structure * Cormartsa APPROVED FOR POUR M. A. SUARCZ $ ASSECIATES, 2990 S. W. 35 AVENUE , MIAMI, FLORIDA 33133 DATE, 11 - ,C3051 443-0691 coNTRAmb Stobs Bros. Construction Co. WEATHER. Fair Hot Cold Cloudy Ram Windy . PERMIT No. 35179 FILE No. 93 If DIspec Mario A. Suarez, P. E. L eve FDN Construction Phases Formwork Level Reinforc. Placed , Levet Concrete Placed Level Foundation • • * Pile Caps Grade Beams Spead Figs. - _ N & E walls room 106 FDN Super- Structure * Slabs Beams - _ Columns Entire Bldg. 1 -2 Entire Bldg. 1 -2 - Valls Other - Areas Slabs • . - Beams - - - Columns - . • Walls - - Coplesto• _ - . Comments 1.. 2. Remove #5 vent. reinf. Do riot use end blocks, APPROVED FOR POUR. - Inspectors g at columns no. 4 & replace at the column locations. Mario A. Suarez, P. E. _ + with #6. - /11,/,,,../7 CONSTRUCT= INSPECTION REPORT II 8 Natural and Health Science's PROJECT NAME, Building. at Barry University Liamm Miami Shores Campus R rim t t .& f7Jr144.ers I I..y 2990 S. W. 35 AVENUE MIAMI, FLORIDA 33133 DATE. 12 - - 93 (305) 443 -0691 .PERMIT No. CONTRACTOR• Stobs Bros. Construction Co. • WEATHER• Fair Hot Cold Cloudy Ratn Windy 35179 FILE Nor 93b -S ,CONSTRUCTION INSPECTION REPORT B 9 - - K A. SUAFS:Z & ASSCCTATEZ ING 2990 S. V. 35 AVENUE NI FLORIDA 33133 (305) 443 -0691 PERMIT Na 35179 FILE No. 9363-S Bu ld and Barry University PROJECT NAM , g' LOCATIDNI Miami Shores Campus hose. Formwork Level Pile Caps Grade Beams Spead Ftgs. Stabs Entire Bldg. - 2nd Beams Entire Bldg. 2nd Columns Valls Slabs Beams Columns Valls Reinforc, Placed Level Entire Bldg. 2nd Entire Bldg. 2nd Concrete Placed Entire Bldg. Construction P f Foundation Super- Structure Other Areas Coptestae - Comments DATE* 12 -16 -93 CONTRACTOR' Stobs Bros._ Construction Co. WEATHER► For Hot Cold Cloudy Ram Windy 1.. Add 3 #5 bott. add'l. as per plans at center corridor. 2. Correct stair_reinf. - .at second floor landing. APPROVED FOR POUR. i nspec t or . Mario A. Suarez, P. E. Level 1 -2 Construction Phase' Formwork Levet Reinforc. Placed Level Concrete Placed Le:-el Foundation • . , Pile Caps Grade Beams Spead Ftgs. - Super- * Structure * * Stabs • Entire Bldg. 2nd Beams Entire Bldg. 2nd Columns Entire Bldg. 2 -3 Entire Bldg. 2 -3 Walls Either Slabs . • Areas _ Beams - - . Columns Walls - - - CONSTRUCTION INSPECTION REPORT • 1 0 _ Natural and Health Science's PROJECT tamp Building at Barry Univers&ty imATIONt Miami Shores Campus Comments/ APPROVED FOR POUR. AY I111 ►r 1'C vr.IL. ni 1ri.14.0. i 2990 S. V. 35 AVENUE MIAMlL FLORIDA 33133 _ (305) 443 -0691 . PERMIT Na 3 517 9 • DATE. 12 - 27 - 93 1.. Column no. 2 to Continue above second floor. CDNTRACTDR' Stobs Bros. Construction Co. • WEATHER. Fair Hot Cold Cloudy Rain Windy FILE Na. 963 -s Lispecton Mario A. Suarez, P. E. - /74:07 CONSTRUCTION INSPECTION REPORT 9 1 1 - PROJECT NAMES , Building' at Barry University LuCATIOtb Miami Construction P Foundation Copiesto+ - Natural and Health Science's • Shores Campus Comments 1. Add #4 06" top over 3 2. Add 3 # 5 bott. add'1. 3. Move 3 5 bott. at S. APPROVED FOR POUR; N. A. SUAREZ Ili ASSLI.C1A !tw lra.. 2990 S. V. 35 AVENUE MIAMI FLORIDA 33133 Super - Structure Other Areas * Beams Entire Bldg. hose' Formwork Pile Caps Grade Beams Spead Ftgs. Slabs Entire Bldg. Columns Walls Slabs Beams Columns Walls Level 3rd 3rd Reinforc. Placed Entire Bldg. Entire Bldg. Levet 3rd 3rd Concrete Placed • DATES 1 -18 -94 CONTRACTORS Stobs Bros. Construction Co. WEATHERS Fair Hot Cold Cloudy Rain Windy # 5 bott. at corridor as per plans. under wall at N. end of corridor. end of corridor and locate under wall. (305) 443 - 0691 . PERMIT No. 35 i 7 9 InsP•Ctors Mario A. FILE Nor 9 C S Suarez, P. E. L e v e CONSTRUCTION INSPECTION REPORT • 12 _ Natural and Health Science's ( PROJECT NAME , Building at Barry University t LDCATIDM Miami Shores Campus i Construction Phase' Foundation Super - Structure Pile Caps Grade Beams Speed Figs. Slabs Beams Columns Formwork North 1/2 Watts Slobs Beams Columns Walls Level a Reinforc° Placed • 3 -roof North 1/2 Level Concrete Placed Entire Bldg. Entire Bldg: 3 -roof Coplerta - Commits APPROVED FOR POUR. N. A. SUAP.CZ i =mums, is m . 2990 S. V. 35 AVENUE MIIAHL FLORIDA 33133 Z (305) 443 -0691 . PERMIT No. 35 i 7 9 DATE' - 94 cDNTRACTORI Stobs Bros. Construction Co. • WEATHER* Far Hot Cold Cloudy Rain Windy FILE No. 4Q -s i nspec t ors Mario A. Suarez, P. E. Leve 3rd 3rd 0 CONSTRUCTION INSPECTION REPORT i 13 Natural and Health Science's PRO.IECT N ANEI Buildin at Barry Universit LQCATID b Miami Shores Campus Construction Phase' Foundation • Pile Caps Grade Beams Speed Ftgs, Super- Slabs Structure Beams * Columns Walls Other Stabs Areas Beams Columns Walls Formwork Levet South 1/2 3 -roof Reinforc. Placed Level South 1/2 3 -roc Concrete Placed North 1/2 Coptesta Copntntss APPROVED FOR POUR. 17r 1'b .)chht ~.L.f. 1� ry.�.sar,.ar-t � c..r 2990 S V. 35 AVENUE taw, FLORIDA 33133 w �w DATE. 1 -28 -94 (305) 443 -0691 • CONTRACTOR' Stobs Bros. Construction Co. VEATHERa Farr Hot Cold Cloudy Ram Windy PERMIT No. 3 517 9 • FILE No, 9 6j -s Tnsptcteri Mario A. Suarez, P. E. Leve 3rooi Construction Phase. Formwork Level ReInforc. Placed , Level Concrete Placed Level Foundation • Pile Caps Grade BeaMs Spend Figs. - Super Structure i * * * Stabs Entire Bldg. rnnf Entire Bldg. roof Beams Entire Bldg. - roof i Entire Bldg. - roof Columns J South 1/2 roof Walls - Other - Areas Slabs _ Beams - _ Columns - Valls _ - CONSTRUCTION INSPECTION REPORT 0 14 - - Natural and Health Sciencs pRojEcT NAHE. Building' at Barry University LOCATION Miami Shores Campus Copiestag - Comments Approved for pour. M. A. SUARCZ I ASSLKaA 1 t.a, sra.. 2990 S. V. 35 AVENUE MIAMI FLORIDA 33133 2 -22 -94 CONTRACTOR' Stobs Bros. Construction Co. • WEATHER& Fair Hot Cold Cloudy Rath Vlndy (305) 443 -0691 PERMIT No. 3 5 2 7 9 FILE Na 9161 s Lispectom Mario A. Suarez, P. E. - 1) Add stirrups at 6_' O.C. at RB -5 2) Add 4 # 5 additional at -top of stair. 3) Move "C" bars at RSB -7 °and locate over support. 41 Increase slab over'women's toilets from 4" to 6" and provide #4 @ 12" ea. way bottom. • 12/10/93 16:26 PROJECT NAME: 6A4.11 UuiV I<Nt"_ . t 5 ADDRESS: t ' krn. 2 1 u D. `c CITY, ZIP CODE: MIAMI i (n -4,67s' BUILDER: 6 _ WC . r OWNER: BUILDING INFORMATION TYPE Concrete (CBS) Wood frame Metal frame Insulation R -value COMPONENTS SECTION Windows Doors Joints/Cracks Reheat Ventilation HVAC Efficiency Transport Energy Balanci WALLS HVAC Controls HVAC Ducts Piping Insulation Water Heaters Swimming Pools & Spas Hot Water Pipe Insulation Water Fixtures lighting U p, Il AREA lsLIgq 505.1 U wall Allowable 10.4' U root/ceiling Allowable n.1 r) U floor Allowable A + 9 OTTV wall Allowable OTTV tooticeiiing Allowable (ding is In compliance with the Florida Energy Code. 1230556 1 1509 TYPE ROOF /CEILING Under attic Single Assembly Other Insulation R•vatue U A,61I 10 AREA Ligh ting power budgets are U wall Actual " U rootic.eiling Actual r U fl0or Actual at TYPE ed by the calculation are In compliance DATE: g D-1 BR +A /FLORIDA ACAI Y CODE FOR BUILDING CONSTRUCTION Y COMPONENT PERFORMANCE APPROACH EPARTMENT OF COMMUNITY AFFAIRS ALL CLIMATE ZONES FLOORS Slab-on-grade Raised Wood Raised concrete Insulation R•value ZONE; BUILDING CLASSIFICATION(S): BUILDING PERMIT NO.: 3 . 311,111/ x/ 79 PERMITTING OFFICE: JURISDICTION NO.: '" `erg? REQUIREMENTS U D tZ/ AREA 4941 TYPE Wood Metal Insulated Otne DOORS U S AREA PRESCRIPTIVE MEASURES (Must be met or exceeded by all buildings.) GLASS 002 TYPE U AREA Single. wall Double. wall Single. roof Double. root obi lob AIR CONDI TIONER HEATING SYSTEM , Urinary a Heat Pump c65.000 Blum 065.000 Elwin water Cooled Evaporatwety Cooled PTAC Chillers Other Central & at Pump < 65.000 lulh HSPF Z 65.000 Blu COP Wafer codled CAP Evaporali ly cooled CO Electric resistance CO Oil (cir>rte one) < 225.0001300,000 MultiMultiAFUE 225.0001300,000 Stu //1 Zt E ara . EFFICIENCY TONS S£EP EE R IPLV _ EER IPLV EE R EEQ COP Fe SYSTEMS INFORMATION TYPE TYPE EFFICIENCY BTU HOT WATER TYPE Elecl:.c ❑ Resistance Dedicated Heat Pump ❑ Gas Natural LPG Oil HRU Omer UGHTING Total Lighting Wattage Total Conditioned Floor Area 7 Y? z // . Sp Lighting Budget: .4U l DUCTS A- value: �• of Y7� a" Watts/sq.ft. (from Table 5-14) ng g: t 503.5 Minimum of 8.0. 503.6 Provide means for balancing HVAC air system & water distnbulion system. 503 Sep arate readily accessible manual or automatic thermostat for each syste wv- 14 -op4. abus - f CHECK It complying under the provisions of S.502.2 enter the =nomad U vetoes tor the entire envelope in this section. 27 U envelope Allowable OTTV wall Actual OTTV rooticeilirig Actual U envelope Actual ... /3 lance with Chapter 5was demonstrated by a Prescriptive Measures methodology: '508.0 (II) Detached commercial buildings 508.0 (b) Skyboxes or sports stadium buildings less than 100 square feet. that are used only seasonally. Review of plans and sperttlCatlOne covered by this calculation indicates compliance wan Inc Florida Energy Code Belore construc:tcn is competed. m r v d R'9 will be inspected for cori:prance In accordance with Section 553.908. F S BUILDING OFFICIAL. 1 508.0(c) Traffic safety control towers BUILDING COMPONENT ROOF!CEILING R-VALUES WALL TYPE 1 WALL TYPE 2 BUILDING COMPONENT DESCRIPTION ROOF 1 T TYPE 3 ROOF ROOF Room air film j}, 333 v (a 8th Wall board Stucco 6, zv Truss Block Insulation / 0 Other G /41* n Le. Other r Stud //7/36e 'j r ~'d �- ., Other i11 ld UP a 13 3 Fining strip Other insulation Outside. air fitm 5 Q i R TOTAL 4.4-150 D ,s0 3 U s 1IR Q r Did l Solid AREA (sq. h.) / /ens! 1 , 0 CW _ - - Other Ut T,C . BUILDING COMPONENT DESCRIPTION • WALL TYPE 1 WALL TYPE 2 WALL TYPE 3 WALL TYPE 4 • .., . WALL TYPE 6 •C. Exterior air film j}, 333 Stucco 6, zv Block Z • Stud �- Fining strip insulation 5 Q Wall board D ,s0 3 Solid Other Other , Other Interior air film 0 , . R TOTAL j a i U=IIR r f l AREA /(, / • • • Weight (lb /sq. h.) - 5 - 7,11 , 12/10/93 16:28 '6`3055611509 BR +A /FLORIDA '--+ ACAI @i 003 IF FRAME: Size x Inches O.C. IF FRAME: Size x Inches O.C. WALL RVALUES PERMIT NO. FORM 500 -A - 93 Wall Type Type 1 Type 2 Type 3 Type 4 Type 5 Total A.wal1 Door I Type 1 Type 2 Type 3 Total Adoor Glazing Type Type 1 Type 2 Type 3 Total Aglazing Total Aow HEATING DESIGN U0 — WALLS Surface Winter Ana, H' U-Value Ira 41 x _ 0. x = x. X = x Surface Winter Ana, ft' U-Value x = x x 3. Surface Winter Area, ft' U -Value qq x 6•57 = / D(, x 4,41 = x = togj 7 `°-f b ft' line 1 +3 +5 s /R line 7 CHAPTER 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH Florida Energy Efficiency Code for Building Construction Total 2. Z4 Total 4. Total 6. 5JO Total Heating 8 line 2 +4+6 s. 0.13 U Actual 0. 40 11,,... Allowed From Table 5-2: Totals ?..4 34- Wall TYP. Type 1 Type 2 ,Type 3 Type 4 Type 5 Total / Await 10. ! `!399 Door 'Type Type 1 Type 2 Type 3 Total Adoor 12. Glazing Orient. (N, S. E, etc.) 10 COOLING DESIGN OTrV — WALLS Surface Summer TDeq Area, ft' U-Value (Sae Table 5.2B) 03 1 1 6 / 6 1 x o.1 x `i = x x = x x = x x x x = x x x x = Total Aglazing 14. _ g C Surface Area, ft' .373 x 1p SC,p x x( x( X X Summer U -Value e x ( (9 ,c7 x . / S ) = Total 158 line 14 Total Aow 16. , ' U r 44.1 h 10 + 12 + 14 any ,, = 1.J3 Surface Summer TO Area, ft' U-Value CHECKED by OSF Shading Coefficient Total Cooling 17 5 = 18 Totals 15 2-91 Total 11 75 Total 13 N (4. X 0(7 6 ) =. qq7SS. 144P x )= - 74 - 70s x )= x )_ X ) a X )= Total 15A. //9 `7 t lk 37Zc) 11 +)�+ t + 153 9 co L•Q cv Roof iyp• Type 2 TYPe 3. 'type 4 Total Aopaque roof 19 Skylight 1 pe Type 1 Type 2 Type 3 Total Askylight Total Aor Uor = HEATING DESIGN U — ROOF Surface Winter Area, ft' U-Value 94, x 0,04a X s x = x = Surface Area, ft' Winter U -Value x = x = x = 21. 23. ' 11 PP line 19 +21 J /3? line 24 Total 20 552' Total 22 Total Heating 24 Totals line 20 + 22 25 0- tJ line 23` Uor Actual From Table 5-2: O Uor Allowed Floor Type 1 TYPe Type 2 Type 3 Type 4 Total Aftoor Uol HEATING DESIGN U0 — FLOOR Surface 4"4:4 Winter U-Value .2t Totals 2.0(70 x = 33. tt' Total Heating 34. + ,9 i n = 35. b . 2-/ line 34 line 33 Uof Actual Uot Mowed From Table 5-2: Roof 1 Type 2 Type 3 Type 4 Total Aopaque roof OTTVor = COOLING DESIGN OTTV — ROOF pi skylights used) Surface Area, ft' 9481 26 togq Skylight Surface Acne Area, ft' Type1 x (138x Type 2 x ( 138 x Type 3 x ( 138 x Total Askylight 28. Summer U -Value A T Summer TD Totals UValue (See Fig. 54) d.0 x 5 , = 3.9.5 39 x _ x _ X = Shading Coefficient From Table 5 -2: Total 27 -3as ) _ Total 29A. x ( x ) = Total 298. line 28 Total A 30. / q Total Cooling 31 3 53 3 27 +29A+ 298 line 26 + 28 ?a5.�� + f�lo3t-/ n 32. 3. line 31 line 30 OTTV Actual O' OTTV Allowed HEATING DESIGN U0 AVERAGING' (Sec. 502.2(a)) U Envelope Allowable (take U values from Table 5 (o4 X i k) +('v x 9 t 4 ) + X 1' ) Uow Aow (tine 7 ) Uor Aor (line 23) Uol Ao1 (line 33) 11M 1 AE (line 7 + line 23 + line 33) '4- 1— U Envelope Actual (use actual calculated U values): - UE Allowed ( 043 x I QS4$) +(' q x 2 4) + ( i.24 x ..�) Ur (line 9) Aow (line 7) U' (tine 25) Aor (line 23) U'ol (line 35) A (tine 33) 3'fli AE (line 7 + line 23 + line 33) *Cooling OTTVs may not be averaged. UE Actual STOBS BROS. CONSTRUCTION CO. 580 N.E. 92ND STREET, MIAMI SHORES, FLORIDA 33138 TELEPHONE 751 -1692 C.G.C. 000229 FAX. No. 757 -6564 TO Miami Shores Building & Zoning DATE November 9, 1993 10050 N.E. 2nd Ave JOB Barry University Health & Science Bldg. Miami Shores, Fla. 33138 ATTN. Mr. Frank Lubien We are forwarding to you: Herewith XX Under Separate Cover Shop Drawings Brochures Samples Letter /Copy Other No. of Copies Drawing No. Title 1 ea. Special Inspector Letter from M.A. Suarez & Assoc. 1 ea. Soils Reports from Nutting Engineers 1 ea. Engineer's Calculations from M.A. Suarez & Assoc. 2 ea. Precast Joist sealed shop drawings * FOR APPROVAL APPROVED FOR YOUR USE XX APPROVED AS NOTED FOR YOUR INFORMATION CORRECT & RESUBMIT REMARKS *Please return 1 set of the joist shop drawings for our field use COPIES TO: STOBS BROS. CONSTRUCTION CO. BY J. Robert Stobs II, Secretary- Treasurer • 411 419e NUTTING ENGINEERS OF FLORIDA INC. ESTABUSHED lNt OF FLORIDA INC. ESTABUSHED 1967 February 23, 1993 Barry University c/o "ACAI Associates, Inc. 5310 NW 33rd Ave. Suite 218 Ft. Lauderdale, FL 33309 Gentlemen: EXISTING SITE CONDITIONS FIELD INVESTIGATION Geotechnical & Construction Materials Hydrogeology & Monitoring Wells Engineering • Inspection • Testing Re: Barry University Proposed Natural & Health Science Building Miami, FL Submitted herewith are the results of our geotechnical investigation of the referenced project in accordance with our proposal dated January 22, 1993. It is understood that a three story building will be constructed in close proximity to neighboring buildings. We understand that the proposed building will be 5' from the building to the east and 13.5' from the buildings to the north and south and well removed from the building to the west. This report presents our findings and recommendations. The proposed Natural & Health Science Building is located within the northeastern portion of the campus within an area currently occupied by the Botanical Garden. There are existing buildings on all four sides of this garden area. To the west is a one story building, to the south a two story building, to the north a two story building and to the east a two story building. The building to the east has a covered porch or walkway along the west side. The area is typically grass covered with the exception of an approximate 75' x 75' brick and concrete patio within the center part of the enclosed area. The patio is at a 45 degree angle to the north. There is an existing building in the quadrant of the patio. There are asphaltic concrete walks from various angles into the patio area. There are approximately 15 to 20 trees throughout this area and some shrubs. The two story building to the north exhibits some cracking in the stucco finish. The cracks are of the hairline variety and could represent stucco shrinkage. There are some cracks within the one story building to the west. No cracks were observed in the other two buildings. We would estimate that the building to the south is the oldest of the four. The grade is typically flat. There is an asphalt walkway along the north side adjacent to the two story building which is possible 1.5' lower than the general grade throughout. There is an electrical conduit which runs through the area and there is a telephone box near the center. A total of six standard penetration test borings to depths of 25' were performed across the referenced site as located on the boring location plan. The drill technician maintained field boring reports which indicate depth of each stratum, material type, blow counts, groundwater levels and any other pertinent information. All samples were inspected in our laboratory and final test boring reports prepared. 1310 NEPTUNE DRIVE • BOYNTON BEACH, FLORIDA 33426 Boynton Beach (407) 736 -4900 • Pompano Beach (305) 941 -8700 • FAX (407) 737 -9975 SUBSURFACE SOIL CONDITIONS The United States Soil Survey Map indicates that Barry University is located on St. Lucie fine sand and Dade fine sand. St. Lucie fine sand has a very low water - holding capacity and is used primarily for building sites. Limestone bedrock is typically located at depths greater than 48 ". Dade fine sand is similar to St. Lucie fine sand; the greatest difference is that the surface of the Dade fine sand is in closer proximity to the limestone bedrock. Quartz fine sand with varying amounts of shell fragments and limestone fragments was encountered for the full depth of each test boring.. The drill technician maintained field boring reports which indicate depth of each stratum, material type, blow counts, groundwater levels and any other pertinent information. All samples were inspected in our laboratory and final test boring reports prepared. GROUNDWATER CONDITIONS Groundwater was encountered at a depth of 8'. Groundwater levels will fluctuate with changes in adjacent canals, amount of precipitation and other environmental factors. ANALYSIS & RECOMMENDATIONS Based on our investigation and analysis, the subsurface conditions in the area of the proposed Natural & Health Science Building appears adequate for construction. Following are recommendations for ground modification and foundations for the proposed building. The following recommendations are based on a Schmertman settlement analysis where an allowable soil bearing value of 4000 psf and a 15 kips per linear foot wall load generated an acceptable long term settlement of 3/4 ". 1. Strip all vegetation (i.e., trees and shrubs) and topsoil from the building area to a minimum of 5' beyond building lines. It is understood that all concrete and brick from patio areas will be demolished and removed so as to accommodate the proposed building. Should organics or other deleterious materials be encountered, they should be undercut and replaced at the direction of the geotechnical engineer. 2. The building area should be compacted with a minimum of 15 overlapping passes of a double drum walk behind roller. Footing excavation shall be completed to footing subgrade, soaked with water and compacted with a minimum 15 passes of a large double drum walk behind roller. 3. All fill required in the building area should be clean sand and should be placed in maximum 12" loose lifts and each lift compacted with a double drum walk behind roller until the density is 98% modified proctor. This procedure should continue to the required grade. 4. The vibratory compaction equipment will cause vibrations that may distress adjacent buildings and persons. Due care should be taken during the performance of this work. A vibration isolation trench has proven to be a successful method for dissipating vibrations to surrounding areas. 5. Compaction requirements should be checked by field density tests and the appropriate laboratory moisture density tests. A standing testing interval is one density test per 2500 square feet per lift in building areas. 6. All footing and floor slab subgrades disturbed during the construction process shall be recompacted to 98% modified proctor. NUTTING ENGINEERS OF FLORIDA. INC. ESTABLISHED 1967 2 • • • • • 7. Upon the successful completion of the above indicted procedures an allowable soil bearing value of 4000 psf can be used for footing design. Minimum footing widths should be 3' for isolated spread footings and 2' for bearing walls. Bottom of footing shall be 2' below existing grade. 8. If any subsurface conditions are encountered which are different from those indicated in this report of the structured details or locations are altered from those studied, this office shall be notified immediately. 9. OSHA and State of Florida requires that all excavations be entered by a person, shall be properly sloped back at the angle of repose or alternatively, shored by a person by a qualified professional engineer. Florida law further requires that a line item be included in the bid price reflecting shoring requirements. We appreciate this opportunity to be of service. Should you have any questions, or require additional services, please contact our office at your convenience. Respectfully submitted, NUTTING ENGINEERS OF FLORIDA, INC. August Kampmann, E.I.T. Project Engineer Attachments: ACAI,'AK /pd NUTTING ENGINEERS OF FLORIDA. INC. ESTABLSMED 1967 Test Boring Logs 1 - 6 Soil Classification Criteria Limitations of Liability 3 /4/7 es J. Flaith P.E. #21083 ice President o R /// r f o p c5 d a-E u ca 6 a Ni 3.1 4 • S64 /e : / 40 �ea��h SC \cnCC BL Ies ( & u. Z" Top-Soil -- -- _ -- _ - -- 3 Brown & tan quartz fine SAND, some limestone fragments Lt. tan quartz fine SAND Lt. brown quartz fine SAND & lime- stone fragments . I1 30 10 Lt. tan quartz fine SAND & lime- stone fragments ISr Lt. tan quarts* fine SAND, trace limestone fragments 8 Lt. brown quartz fine SAND, trace shell fragments 16 25 33 Tan quartz fine SAND Test boring terminates @ 25.0' • ESTAauswxo tSS? 1310 NEPTUNE DRIVE BOYNTON BEACH, FL 346 (407) 738 -4900 • (305) 9414700 DEPT DESCRIPTION OF MATERIALS oe 1 .5 5.0 7.0 8.5 rORY IN 15.0 23.0 25.0 •NUTTING ENGINEERS of « oMOA. plc Barry University TEST BORING REPORT 0 CUENT PROJECT PROJECT LOCATION Barry University Miami, FL HOLE LOCATION Approx. 10' S & 127' E of SW corner DRILLER J. Hogan ELEVATION REFERENCE Approx. @ road crown CASING: DIAMETER 3" OD BX Flush Couple SAMPLER: DIAMETER & TYPE 2" 0.0. x 2' Split S000n GROUNDWATER DEPTH: IMMEDIATE 8' SAMPLES WILL SE DISCARDED IN 80 DAYS UNLESS INSTRUCTED Proposed Natural & Health Science • PENETRATION — N VALUE Bldg. Geotecnn,cai 6 Construction Materials Hydrogeoiogy 6 Monitoring welts Engineering . inspection . Testing FAX 0 (407) 737-9975 AA M IMAMS SAMPLER CASINO Post Hole to 2' 1/1 2/2 3/4 7/12 13/11 19/15 9/5 5/4 3/4 4/ 5/7 9/1: 8/11 14 /1i 19/2: 9162.1 15 23 30 47 56 17 36 43 57 60 23 49 56 ORDER No. REPORT Na. HOLE No. 1 of School of Nursing Bldg. flATE STARTED HATE COMPLETED 2/18/93 HAMMER WT 1400 FALL 30" HAMMER WT 140 FALL 30 " Wale, Table . OTHERWISE. / / � James J. Flai 021083 1 2/18/93 P.E. 1" Top -Soil 9 Tan & gray quartz fine SAND, little limestone fragments ."-- Tan quartz fine SAND, little concrete fragments 7— Lt. tan quartz fine SAND 7 13 47 Lt. brown quartz fine SAND, some limestone fragments LIMESTONE fragments & quartz fine sand 14 16 Lt. brown quartz fine SAND, trace limestone fragments ' \ 18 24 Gray & tan quartz fine SAND Test boring terminates @ 25.0' or norwroa. a.c orrasuismso tasr 1310 NEPTUNE DRIVE BOYNTON BEACH. FL 33426 (407) 7364900 • (305) 9414700 DEPTH DESCRIPTION OF MATERIALS • FT. 00 1.5 3.0 6.0 8.0 20.0 23.0 25.0 NUTTING ENGINEERS Barry University Proposed Natural & Health Science Bldg. Barry University Miami, FL Approx. 17' S &170' E of SW corner of School of Nursing Bldg. J. Hogan Approx. @ road crown 3" OD BX Flush Couple 2" 0.0. x 2' Split Spoon _HAMMER WT Water Table SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. CUENT PROJECT PROJECT LOCATION HOLE LOCATION DRILLER. ELEVATION REFERENCE: CASING: DIAMETER SAMPLER: DIAMETER A TYPE GROUNDWATER DEPTH: IMMEDIATE TEST BORING REPORT 8' • PENETRATION — N VALUE 0 10 20 30 40 10 00 70 Geotecnnrcal & Construction Materials Hydrogeology & Monitoring Wells Engineering . Inspection . Testing FAX I (407) 737 -9975 so •O N stows SAMPLER CASING Post Hole to 2' 7/5 4/4 3/3 4/5 5/6 7/7 13/22 25/11 6/7 7/7 6/7 9/11 7/7 11/13 8/12 12/11 9162.1 19 27 35 35 42 23 33 30 32 30 24 25 32 ORDER No REPORT No 1 HOLE Iso 2 • • 2/18/93 • 'ATE STARTED 'LATE COMPLETED_ 2/18/93 HAMMER WT 140. FALL ' 140# FALL 30" 1/A4/17 P.E. James J. Flaiq/s421083 1" Top -Soil -_ __ __ - __ 3 Cray & tan quartz fine SAND, some limestone fragments /— Tan quartz fine SAND, trace lime- stone fragments Lt. brown quartz fine SAND & limestone fragments 14 36 19 Lt. tan quartz fine SAND & lime- stone fragments i Gray & tan quartz fine SAND, trace limestone fragments 16 Tan quartz fine SANd, trace shell fragments 24 24 37 Test boring terminates @ 25.0' OF 1 M r1.0111dc ESTABUSNEO 1111{7 1310 NEPTUNE DRIVE BOYNTON BEACH. F1.33426 (407) 7364900 • (305) 941 -8700 OIPTH DESCRIPTION OF MATERIALS FT. 00 1.5 4.5 6.5 10.0 15.0 25.0 CUENT PROJECT PROJECT LOCATION III HOLE LOCATION DRILLER ELEVATION REFERENCE CASING: DIAMETER SAMPLER: DIAMETER A TYPE GROUNDWATER DEPTH: IMMEDIATE ORM 114 'NUTTING ENGINEERS TEST BORING REPORT Barry University Proposed Natural & Health Science Bldg. Barry University Miami, FL Approx. 87' S 6 180' E of SW J. Hogan Approx. @ road crown 3" 00 BX Flush Couple 2" O.D. x 2' Spilt Spoon 8' corner • PENETRATION — N VALUE 0 10 of SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. School of Nursing Bldg. rIATE STARTED 7 1ATE COMPLETED 2/18/93 HAMMER WT 1401 FALL 30" HAMMER WT 1401 FALL 30 ,. Water Table Geotecnnical & Construction Materials liydrogeology 6 Monitoring Wells Engineering • Inspection . Testing FAX 8 (407) 737 -9975 GA N ORDER No. REPORT No 1 HOLE No. 3 James J. F1f6cf, #21083 • BOWS SAMPL(R CASING Post Hole to 2 7/2 1/1 2/4 10/11 12/17 14/11 11/10 9/7 6/8 8/9 10/12 12/12 9/11 13/15 14/17 20/21 9162.1 2/18/93 19 24 30 32 40 26 33 37 40 43 17 26 38 P.E. I" Top -Soil r ^, Gray quartz fine SAND, some lime- stone fragments Lt. tan quartz fine SAND Taa quartz fine SAND, little lime - stone fragments IV 23 18 Tan calcareous SAND, 6 limestone fragments i Gray quartz fine SAND, trace shell fragments, trace coral fragments 3 19 Lt. brown quartz fine SAND, trace shell fragments Lt. brown quartz fine SAND 30 Lt. tan quartz fine SAND Test boring terminates @ 25.0' 33 29 Of Ko1"o&. f,C ESTA&US+4ED 1901 1310 NEPTUNE DRIVE BOYNTON BEACH. FL 33426 (407) 736 -4900 • (306) 9414700 DEPTH DESCRIPTION OF MATERIALS R. 00 1.5 4.5 7.0 10.0 13.0 20.0 23.0 25.0 NUTTING ENGINEERS CLIENT PROJECT PROJECT LOCATION HOLE LOCATION DRILLER ELEVATION REFERENCE: CASING: DIAMETER TEST BORING REPORT • PENETRATION — N VALUE 0 10 20 70 4 Barry University Proposed Natural & Health Science Bldg. Barry University Miami, FL Approx. 155' E & 118' S of SW corner school of Nursing Bldg. J. Hogan Approx. @ road crown 3" OD BX Flush Couple Geotecnn,cai 6 Constructwn Matenals Hydrogeoiogy 6 Monaor,ng Wens Eng,neenng . inspection . Test,ng FAX 8 (407) 737 -9875 a ORDER No. REPORT No. 1 `o ^a "� James J. FTaig, 021083 SLOWS AIIPtU CASINO Post Hole to 2' 2/1 2/2 3/5 5/5 7/8 15/23 13/9 9/1( 1/1 2/4 4/6 13/17 9 /1i 18/2( 14/16 17/14 12/1A 1 9162.1 HOLE No 4 • 11ATE STARTED fATE COMPLETED 2/19/93 HAMMER WT • 40: BALL 30" SAMPLER: DIAMETER l TYPE 2" O.D. x 2' Split Spoon HAMMER WT 140# FALL GROUNDWATER DEPTH: IMMEDIATE 8 ' Widow Table SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. 13 17 24 30 33 26 32 40 40 45 23 27 36 2/19/93 • 30" P.E. 1" Top -Soil 16 Cray & tan quartz fine SAND, little limestone fragments LIMESTONE fragments & lt. brown quartz fine sand 28 12 16 Tan & dk. orange quartz fine.SAND, trace limestone fragments Igr Dk. orange quaqrtz fine SAND, trace limestnne fragments Brown 6 dk. orange quartz fine SANE 12 Brown quartz fine SAND, trace roots 22 Brown quartz fine SAND 28 24 Test boring terminates @ 25.0' • Or FLORIDA. NC ESTABLISHED IY67 1310 NEPTUNE DRIVE BOYNTON BEACH. FL 33426 (407) 736.4900 • (306) 9414700 DEPTH DESCRIPTION OF MATERIALS sT. 05 2.0 5.5 8.5 10.0 15.0 20.0 25.0 NUTTING ENGINEERS CUENT PROJECT PROJECT LOCATION HOLE LOCATION DRILLER ELEVATION REFERENCE CASING: DIAMETER TEST BORING REPORT Barry University Proposed Natural & Health Science Bldg. Barry University Miami, FL Approx. 168' S & 110' E of SW corner school J. Hogan Approx. @ road crown 3" OD BX Flush Couple SAMPLER: DIAMETER 6 TYPE 2" O.D. x 2' Split Spoon GROUNDWATER DEPTH: IMMEDIATE 8' SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED FORM 114 • PENETRATION — N VALUE 0 10 20 >e .1 tie of Nursing Bldg. ORDER No. REPORT Ne. HOLE No. t7ATE STARTED HATE COMPLETED HAMMER WT X 409 FALL HAMMER WT 140# FALL Water Table OTHERWISE James J. F , #21083 Geotecnn cat 6 Construction Materials Hydrogeotogy b Monitoring wens Engineering . Inspection . Testing FAX s (407) 737 -9975 1 5 SLOWS SAMPLER CASINO Post Hole to 2' 12/12 4/2 18/18 10/7 5/6 6/5 7/8 8/11 7/6 6/6 9/11 11/12 10/13 15/14 8/12 12/13 9162.1 2/19 /93 2/19 /93 19 23 25 34 37 22 28 34 39 40 21 28 36 30" 30" P E. 1" Top -Soil 61 Gray & brown quartz fine SAND, little limestone fragments - LIMESTONE fragments & lt. tan calcareous sand i It 17 15 Lt. tan quartz fine SAND, little limestone fragments, trace shell fragments 12 Lt. brown quartz fine SAND, trace shell fragments 17 26 25 Test boring terminates @ 25.0' co nawa *. ac ESTa&tsfeO 1007 1310 NEPTUNE DRIVE BOYNTON BEACH. FL 33426 (407) 736-4900 • (306) 9414700 DEPTH DESCRIPTION OF MATERIALS • FT. 00 2.0 10.0 15.0 25.0 .NUTTING ENGINEERS CLIENT PROJECT PROJECT LOCATION HOLE LOCATION DRILLER ELEVATION REFERENCE CASING: DIAMETER TEST BORING REPORT Barry University Proposed Natural & Health Science Bldg. Barry University Miami, FL Approx. 165' E &168' S of SW corner of school J. Hogan Approx. @ road crown 3" 00 BX Flush Couple • PENETRATION — N VALUE 0 10 20 70 s0 00 00 n James J. 4 rg , (21083 Geotecnnlcal 6 Construction Materials i+yarogeology 6 Monitoring Wells Engineering . Inspection . Testing FAX I (407) 737 -9975 SO N Sows SAMPLER CASING Post Hole to 2' 20/32 29/25 20/22 25/17 7/8 9/13 12/7 8/10 6/6 6/8 7/8 9/9 9/12 14/16 12/13 12/12 9162.1 ORDER No REPORT No. HOLE No 6 of Nursing Bldg. r1ATE STARTED 2/19/93 !ATE COMPLETED 2/19 /93 HAMMER WT 1 " n+ FAIL 3 SAMPLER: DIAMETER & TYPE 2" O-D. x 2' Split Spoon HAMMER WT 140# FALL 30" GROUNDWATER DEPTH: IMMEDIATE 8' !Valor Table SAMPLES WILL BE DISCARDED IN 60 DAYS UNLESS INSTRUCTED OTHERWISE. i„ 7 P E. 'ONY 11. 1 19 24 30 33 39 23 30 36 47 40 19 26 37 • • RELATIVE DENSITY SAND SPT N -VALUE RELATIVE SPT UNCONFINED CONSISTENCY (blows /ft.) DENSITY N -Value COMP. STRENGTH (blows /ft.) (tons/ft.2) jp V. <2 <0.25 V. Soft 5-10 2-4 0.25-0.50 Soft Medium 5 -8 0.50 -1.00 Medium 30-49 Dense 9 -15 1.00 -2.00 Stiff >50 V. Dense 16 -30 2.00 -4.00 V. Stiff 100/6' Refusal >30 >4.00 Hard a PARTICLE SIZE Boulder >12 in. Cobble 3 to 12 in. Gravel 4.76mm to 3 in. Sand 0.074mm to 4.76mm Silt 0.005mm to 0.074mm Clay <0.005mm SOIL CLASSIFICATION CRITERIA SHEAR STRENGTH CLA Y DESCRIPTION MODIFIERS 0 - 5% Slight trace 6 - 10% Trace 11 - 20% Little 21 - 35% Some >35% And Mr. 006100 ORIN0 T•.r. 11... er 110•00. idea B 2 i �t I 8 ■t t 7 a # t l ■■ ■ I 8 1 /MM9nds0 mow/ =ow ir.••••a.. I I a� 1 11 Is Taal ; 1 ggli es • 0 •001. Omar M 4 C f p ��.wllwr, • ,. ►� owl. se care + fti ` GM sit= il.•a� r • i lwdafw A— °as `..l..l... A- We . m ..1aM k. t ow • Att.Mi it is. a.5N..'A - lire MOle1fA'Ytle f�.l>• robin Mew •1•10,0 barfly. as�tkti.e r oquicigq �� 3 t1 2 Qj I tl1 : � + i � = 3g i 1 ! a 376 A t wig i f + s + i { s a ' wilwak..rs.i. r11. M p..,, .Mb 4- O.OID,. Q..n. ass . 4 y � •tr�lwli N.I.e.r..wf m.ti... « p/ lllp uwels. INNO•111mUnrom AM.. foie ON Woo • A • NM N palkl. id= les Om • Y rilemi re �l . is aw l=f. ..• •.. s...r.. Atmt.. f.1.arl A ..• 01801010 000.1 M , 1 a IlL Imam.. 4110 S. f.. .ials. mil tear, OW •• • fY. .rr ,•r la .•100. Mr- �.f:•wr�.w. ....re. e..s. • Mrr�..��-r..r /���Mw ® .= Mill Al mkt. me* clam is a •.et►► Nib 01. ambit 41..J..^N. NW cloys el lam ~kip i;l Z 1. MN .tee . tits rule .411. aortic alb :, `" :.::. i:. —' 6`9 .. tiaw r. �I oN Mi wank. .,.,,.,, ... NSW Orin, -. f % '.a.. R R.. sof .W ester byiiy amok mils , Vk- .•Menual lirwQvliak es *nu o.i.wrrr owes. .q.....Y uri.. i._ l r.r� J • RELATIVE DENSITY SAND SPT N -VALUE RELATIVE SPT UNCONFINED CONSISTENCY (blows /ft.) DENSITY N -Value COMP. STRENGTH (blows /ft.) (tons/ft.2) jp V. <2 <0.25 V. Soft 5-10 2-4 0.25-0.50 Soft Medium 5 -8 0.50 -1.00 Medium 30-49 Dense 9 -15 1.00 -2.00 Stiff >50 V. Dense 16 -30 2.00 -4.00 V. Stiff 100/6' Refusal >30 >4.00 Hard a PARTICLE SIZE Boulder >12 in. Cobble 3 to 12 in. Gravel 4.76mm to 3 in. Sand 0.074mm to 4.76mm Silt 0.005mm to 0.074mm Clay <0.005mm SOIL CLASSIFICATION CRITERIA SHEAR STRENGTH CLA Y DESCRIPTION MODIFIERS 0 - 5% Slight trace 6 - 10% Trace 11 - 20% Little 21 - 35% Some >35% And WARRANTY We warrant that the services performed by Nutting Engineers of Florida, inc. are conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions. NO OTHER WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE. While the'fervices of Nutting Engineers of Florida, Inc. are a valuable and integral part of the design and construction teams, we do not warrant, guarantee, or insure the quality or completeness of services provided by other members of those teams, the quality, completeness, or satiafactory performance of construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test borings; test pits are sometimes employed. The method of determining the boring location and the surface elevation at the boring is noted in the report. This information is represented on a drawing or on the boring log. The location and elevation of the boring should be considered accurate only to the degree inherent with the method used. The soil boring log includes sampling information, description of the materials recovered, approximately depths of boundaries between soil and rock strata and groundwater Jaa. The iva represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transition between soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transition between soil strata is often gradual. Water level readings are made at the times and under conditions stated on the boring logs. Water levels change with time, season, canal levels and local wen drawdown. LABORATORY AND FIELD TESTS Tests are performed in accordance with specific ASTM Standards unless otherwise indicated. All determinations included in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determinations actually made. LIMITATIONS OF LIABILITY ANALYSIS AND RECOMMENDATIONS The geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as a construction specification. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and these variations may not become evident until construction. If significant variations are then noted, the geotechnical engineer should be contacted so that field conditions can be examined and recommendations revised if necessary. The geotechnical report states our understanding as to the location, dimensions and structural features proposed for the site. Any significant changes in the nature, design, or location of the site improvements MUST be communicated to the geotechnical engineer so that the geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. The geotechnical engineer should be given the opportunity to review all drawings that have been prepared based on his recommendations. CONSTRUCTION MONITORING Construction monitoring is a vital element of complete geotechnical ssr'ices. The field /inspector is the owner's 'representative observing the work of the contractor, performing tests as required in the specifications, and reporting data developed from such tests and observations. THE FIELD ENGINEER OR INSPECTOR DOES NOT DIRECT THE CONTRACTOR'S CONSTRUCTION MEANS, METHODS, OPERATIONS OR PERSONNEL. He does not interfere with the relationship between the owner and the contractor and, except as an observer, does not become a substitute owner on site. He is responsible for his own safety, but has no responsibility for the safety of other personnel at the site. He is an important member of a team whose responsibility is to watch and test the work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. 11/05/93 14:28 $305 484 5588 ACAI ASSOC.. INC 4-4 4 STOBS BROS. IJ 001 Fax Memo Date: 1V01/0113&ie 570 /773 To: AV 7c)t3$ aev5 71/5 Fax No.: 75 4) • ¥- From: ,,/!r aif ACM ASSOCIATES, INC. Job: ,A' [/N/Y ?1'Y N,f U g Aft a C'6YY Job No.: ci' -e17 Go/ Total pages, including Cover Letter: /6 pL - 7 2 f iz pg4/t/ ' LLuew Ar LW-A' 411V1i 6111 OP ge YOU A!- AP HAVE" rag. PArt4i4/7 acal sacit; i n - - - corporated - - - - - - • i • ,, I • C44 i 11/05/93 14:30 0305 484 5588 r M. `•A. 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Zef .4 ` _.,. . . ,zy'L . .. 2.17..�' . ,, L%: 4 , • . /ea = r-iV p., a4I _ a. . e. :7 .//- .e10 tt . • 4 .= • • • • ACAI 24 rt ' "�` Z. /7. i e.1.1 • '?•. A 3.47 •` .3-17 n i f,l�I -„ X1:( o f= 7r.¢ . • pl. • l 484 5588 ee 24,0 i = r y. • � r > • b . •.. ASSOC.. INC 444 STOBS BRUs 7 ; '--i- • / a l0 /' ...cr3 1.2•1 wf4 1 c;. I. r.. . r, ►�' vdf „ „ t • 0 • • "al Ul 0.40 a. 47- D.17 ate•'• 2s Z 0 .t. . . r 4.9: . 4'r ,j 1 7•' • t ' PEDRO A. CORREA, P.E. STRUCTURAL CONSULTING ENGINEER Special Threshold Building Inspector 9730 S.W. Z 2t1-i Terr+ac - Miami, Florida 3317.4 Telephone: r 553 -99E3 07771 ! l� . _ 1 t 1 ! 1'TC . I Ii�s 1 lI. i';t -- II I v e' I 't 1 L l� ` � 11 • { "" 1 a ¢ �j E e «. t t ° fS l Gam" ll i 2e = .2 " ' : I T S # I • E'+r= tip . - �Jis,�+ S a�.� - +�+!• -•� •'vim ate. 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I f = ' S i 1 i 1 i i 1 i 1 a ..,... ___ I -•.i I ._. -.. • .- °< - . �'�" jam.• .....-1.N... r 4 j j • 1 i W / . i ' • S :61:01".1 ., e � i t t ,...r i • i ii S S 1 ! ! { i f T I i I # i # i # f i i ! F t : # 1 1-- j : i i 1 •= i = I 1 : F i . i j i = : _ I _ a t 1 1 a 1. .S i = ' 1 1 f • r 1 . —t- i # i. 1, .11.;21. •. .f I t ; I I t r f 1 i 1 l i t;- i .,. .. : I r f 1 # i i i 1 t' '•+•• r' ._ ;jam. � f t :. • : 1 i +•• 4 1 1 i f _»e„ • i i f i I i j ' i i i I:r . j _ . • j t. S = • i # f y i 2 i • ! 3 i t 1 i ' » .. 1 Y ` : I ;� i ' . r r t a » i t _ i' i = 1 ' J • _ S t i i t t 1 7 = tf t. i i = i f ■ j i • } f f { • i i 1 !; 1 1 = 1 - i i f. ! � 1 1 I 1 ' 1 • tea► .tt Iz? t `Y L..it- .4P•.� �= 1 r''T .toe x.-74 l-w '�.•:e. L.C� c � CF DATE 57 I' 244- SHEET NO. CALCULATED BY CHECKED 9Y SCALE DATE atiami Jhores9illage R L O w 1 o w PLANNING BOARD AGENDA OF.�1/�0 / /f�, j ITEM NO. Name of Owner /Applicant, j / yi1 f.e ,6 Phone No. Address of Property, and /or Legal Description / /.BOO , i IgZ •41/E Nature of Request f}07,eed9L ' /J ' ,0404J j Z35 ,9.! /ipi,e6j Present Zoning S— / Area of Present Building Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Vari e Counci 1 Action Requi red Ala Date of Applicant Notification t� Planning Board Action Wit t ( /!3 Council Action /4201 . todit4v Director of Building and Zoning TO: LES FORNEY,PLANNING & ZONII DATE: January 28, 1993 FROM: Chief Michael A. Zoovas RE: BARRY UNIVERSITY PARKING 27 JANUARY 1993 2:15 P.M. Gym lot (west of Miami Avenue) 200 marked parking available Main Campus 48 marked parking available 28 JANUARY 1993 9:00 A.M. Gym lot 266 marked parking available Main Campus 155 marked parking available 11:00 a.m. Gym lot 37 marked parking available Main Campus 66 marked parking available 1:00 p.m. Gym lot 33 marked parking available Main Campus 76 marked parking available MIAMI SHORES POLICE DEPARTMENT M E M O R A N D U M NOTE: Handicapped and Faculty parking not included in these figures. BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Thursday DATE: January 21, 1993 91 121 64 1 86 , 13 , 132 1 124 P -1 P -2 P -3 P-4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 436 66 9 10 1 15 9 109 110 765 9:00am 320 30 7 9 1 10 5 57 88 527 10:00am 167 2 5 1 2 5 2 32 56 272 11:00am 57 5 2 3 2 5 2 22 43 141 12:00pm 52 14 0 2 3 5 3 33 43 155 1:00pm 122 14 1 2 1 5 0 30 55 230 2:00pm 100 10 1 1 1 3 1 23 44 184 3:00pm 213 7 5 1 0 2 0 0 47 275 4:00pm 197 7 8 1 0 2 0 2 41 258 5:00pm 189 18 6 3 7 3 3 16 54 299 6:00pm 201 0 3 5 2 2 0 0 0 213 7:00pm 166 0 5 5 2 9 0 5 0 192 8:00pm 181 0 5 5 2 7 0 35 0 235 9:00pm 223 54 5 6 3 9 6 82 50 438 10:00pm 403 60 2 6 3 6 9 90 65 644 11:00pm 489 65 4 6 2 5 9 113 118 811 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Thursday DATE: January 21, 1993 91 121 64 1 86 , 13 , 132 1 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Friday DATE: January 22, 1993 91 121 641 861 13 132 124 P -1 P -2 • P -3 P-4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 391 75 6 11 1 12 10 102 100 708 9:00am 385 9 5 6 2 4 5 49 69 534 10:00am 102 5 4 3 1 0 0 25 45 185 11:00am 99 10 5 3 2 4 3 32 43 201 12:00pm 149 9 7 5 3 6 5 38 49 271 1:00pm 214 20 4 6 6 3 1 51 51 356 2:00pm 231 25 5 4 2 3 2 52 61 385 3:00pm 309 39 2 3 5 8 2 60 79 507 4:00pm 321 50 6 0 8 14 2 63 86 550 5:00pm 314 72 4 9 7 16 9 89 101 621 6:00pm 297 3 1 5 5 23 10 110 94 548 7:00pm 288 7 0 8 10 24 11 110 94 552 8:00pm 353 21 0 8 11 26 11 112 99 641 9:00pm 412 98 5 9 9 34 11 115 105 798 10:00pm 483 117 8 7 7 34 12 123 124 915 11:00pm 478 127 6 8 4 29 13 128 124 917 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Friday DATE: January 22, 1993 91 121 641 861 13 132 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Saturday DATE: January 23, 1993 91 121 641 861 131 1321 124 P -1 P -2 P -3 P-4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 499 5 3 10 10 7 11 130 66 741 9:00am 395 4 0 9 9 12 4 80 22 535 10:00am 382 2 0 9 9 14 2 90 17 525 11:00am 388 2 0 8 8 15 0 74 30 525 12:00pm 328 7 1 7 11 21 1 100 50 526 1:00pm 402 14 2 6 14 20 0 82 24 564 2:00pm 408 13 2 5 15 15 5 86 31 580 3:00pm 403 74 1 5 9 11 8 101 71 683 4:00pm 415 95 0 7 10 14 12 106 79 738 5:00pm 402 128 4 6 4 23 11 112 104 794 6:00pm 408 123 8 6 2 33 12 124 124 840 7:00pm 399 130 6 7 4 31 12 124 124 837 8:00pm 410 112 7 7 4 35 13 124 124 836 9:00pm 409 119 8 8 9 38 13 125 124 853 10:00pm 429 146 8 7 12 39 13 126 124 904 11:00pm 468 111 7 8 10 25 11 129 124 893 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Saturday DATE: January 23, 1993 91 121 641 861 131 1321 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Sunday DATE: January 24, 1993 9 1 12 1 64 1 86 1 13 1 132 1 124 P -1 P -2 P -3 P -4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 494 120 4 10 9 15 11 130 90 883 9:00am 480 90 1 8 7 10 2 90 89 777 10:00am 460 85 0 7 5 9 2 80 75 723 11:00am 475 89 1 5 2 19 0 79 93 763 12:00pm 469 120 0 9 6 23 1 110 99 837 1:00pm 472 115 i 2 8 9 30 4 96 95 831 2:00pm 479 110 3 9 9 30 5 90 86 821 3:00pm 481 110 0 10 10 34 13 112 95 865 4:00pm 477 121 0 10 9 34 13 114 98 876 5:00pm 486 119 1 9 3 32 13 115 106 884 6:00pm 472 120 4 10 2 29 13 116 107 873 7:00pm 409 112 0 10 0 17 13 110 110 781 8:00pm 343 109 1 9 2 29 13 115 113 734 9 :00pm 408 107 5 9 0 23 13 118 111 794 10:00pm 490 110 5 5 3 19 13 117 114 876 11:00pm 490 114 _ 6 9 2 9 13 127 108 878 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Sunday DATE: January 24, 1993 9 1 12 1 64 1 86 1 13 1 132 1 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Monday DATE: January 25, 1993 91 121 641 861 131 1321 124 P -1 P -2 P -3 P-4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 407 71 9 9 2 6 9 102 104 719 9:00am 340 4 7 2 0 1 1 42 64 461 10:00am 130 5 0 2 0 1 0 17 39 194 11:00am 51 8 0 0 3 1 1 8 29 101 12:00pm 67 12 2 3 1 6 2 10 39 142 1:00pm 79 11 2 3 1 1 1 13 45 156 2:00pm 106 15 2 1 1 4 4 20 43 196 3:00pm 240 20 1 0 5 10 2 24 46 348 4:00pm 187 22 1 1 7 9 3 26 43 299 5:00pm 159 45 1 6 7 9 3 91 47 368 6:00pm 133 6 0 10 0 16 0 44 25 234 7:00pm 114 12 0 10 0 15 0 47 23 221 8:00pm 144 30 0 11 0 14 3 50 28 280 9:00pm 225 27 0 11 2 11 5 45 29 355 10:00pm 378 ' 110 2 12 0 17 12 106 114 751 11:00pm 490 113 3 10 0 8 12 123 124 883 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Monday DATE: January 25, 1993 91 121 641 861 131 1321 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Tuesday I DATE: January 26, 1993 91 121 641 861 131 1321 124 P -1 P -2 P -3 P -4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 494 77 9 8 3 12 5 101 100 809 9:00am 380 3 5 1 2 3 2 35 70 501 10:00am 127 5 2 0 0 4 1 22 51 212 11:00am 16 4 1 0 0 1 1 24 50 97 12:00pm 28 12 0 2 2 4 2 28 52 130 1:00pm 104 7 0 0 1 7 0 25 48 192 2:00pm 98 4 0 1 2 7 1 25 39 177 3:00pm 120 10 0 1 4 3 6 0 16 39 198 4:00pm 139 30 1 4 3 9 1 14 36 237 5:00pm 127 31 2 6 0 13 0 11 16 206 6:00pm 173 0 0 10 0 17 0 9 0 209 7:00pm 214 0 0 9 0 15 0 15 0 253 8:00pm 251 2 0 9 1 18 1 15 5 302 9:00pm 327 40 4 11 2 23 3 30 49 489 10:00pm 453 114 3 12 3 24 12 114 101 836 11:00pm 494 112 2 10 2 20 10 114 103 867 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces Total Available) 494 I 180 Survey Conducted by Campus Security DAY: Tuesday I DATE: January 26, 1993 91 121 641 861 131 1321 124 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces 'Total Available' 494 ] 180 91 12 1 64 1 86 1 13 1 132 1 124 , Survey Conducted by Campus Security DAY: Wednesday 1 DATE: January 27, 1993 P -1 P -2 P -3 P-4 P -5 P -6 P -7 P -8 P -9 Total 8:00am 375 77 9 7 3 18 7 104 103 703 9:00am 152 4 2 2 1 4 3 17 46 231 10:00am 45 3 0 1 .3 2 2 17 30 103 11:00am 7 3 0 1 2 1 1 14 25 54 12:00pm 63 13 1 1 1 3 5 18 33 138 1:00pm 96 14 0 1 1 2 1 19 23 157 2:00pm 118 12 1 1 1 2 1 13 29 178 3:00pm 131 14 2 1 6 5 0 20 32 211 4:00pm 175 14 2 1 3 4 2 22 26 249 5:00pm 213 32 8 10 10 11 1 30 35 350 6:00pm 183 12 0 10 3 15 0 0 0 223 7:00pm 220 25 0 10 3 12 0 0 0 270 8:00pm 252 28 3 9 2 10 0 16 38 358 9:00pm 294 69 2 10 0 10 3 43 44 475 10:00pm 391 93 9 10 0 10 11 111 105 740 11:00pm 489 100 9 5 0 0 11 115 109 838 BARRY UNIVERSITY Parking Survey On Campus Inventory of Vacant Parking Spaces 'Total Available' 494 ] 180 91 12 1 64 1 86 1 13 1 132 1 124 , Survey Conducted by Campus Security DAY: Wednesday 1 DATE: January 27, 1993 .r. i ' %. . :. "L _ ,, . ., .. • ,„:2, t.. ' t ;t• ' 1, •.; • • 1....'1 , s _., , ,x, . y s , v7.; • ,,, • . . K, ..; ';`,*- 't - -. • !,. ' 4. '' , A. :--?:,', ;4 --k ,. ,,,, • , „,. , ,.. 1 " 4 '`' - ' •""-' - ,t- , - - ,t, :, ' - ,j I .. • '; ,•- ",!....'? - : ' ,.--/-..,17 -:.."_ ,,,a . -, - - ' . `-`,... L t , - . - -'-i.j.,„,i ,,.5„.-„,_ - t ... , 4 ,, t , , -, t ,..,,,,, . ,. -..- • , . , 4 ,.,,, ,,,,, , .„ , ,„ , , i , . , . .." 1 ' '-;* ' .)x-,.. k' '' • ' '" - "''' ''. l' '' ' 4 •,L . 3 ■ '4„ r __r.- . t...r.( , , . , ..., r , , '- 1 n ii , ., .1, ,, i , - ' - ■ 2.,- ,' , 1 , - , t , ".„.....{..- .+ , ,,,,,,:,, L _ , 3...,„ ' ' ' :,ig, ' !il -' - * ; • ' .-,,,- " --, , , ' ' _ k • "V - 4 . - , 1111 `f, _ '' - - ' sr , s'''' --f ,..„;;;3:,. 4 %5 „*. ...,.‘ 'kik: % _ _ ... . . , '''' .,, e„,r, - fit; ..t. ,ox,' • -.---, . 4.4 ,-)->. ' - ' t'tzt, .1= , - 6' i: 1 47,„'„:',,' , ?..::':',? , ..(1 ,- -r 7- ': ''''' t 1.. - ft , • itI )Ik r- 4, 7,--, ‘4, ,r.N..-,,,,,. ,,, ..._ , , , .f. , „ . •••••„ • .• • • • ir , - - 4.,"?'1`k .V , "t" -- - , ,,-..!!AlttAt L,t,...i,", - ' ,, , L.,: -i ., • ,...„ tr ' c.,,,x,''`,..0' ...., 1 V_' ' ti thit h i •, • • .1 "‘ • ; Irk -4 .:•,N r7U- "1. rt. . .....4t, .1., , --<., - 4 ,,,,, 4 ` . ` -,: t 3.' . ' vitziL 7' ,, ' 't ' g . • ,' ,'' ' . As - ' ''''' II 'V ttr r 4 k 1 "1 ct;'' ft ita* '• 1 r it:I?, u l IP -. ',* 1 • .. f Irr'' !* irvrWtrcr'tf , • r - r - --- -- ' ..' , S ' 1, ;•Eis ' f ri• e,rt,0 i C ,. tig t ' t 5•, t . 4 • -.;,- - 6 • _ • '.'",-...„ it: :,7 1,: . . , „,,,,, .• -I, . '4, 1, ',Ail: , ,._ . - • 4 1' ' '''t:k C, ' k i , ,-, „t, .: .• ? -6 4. ' 6 - 1 ,, ?it,„ 1. . ' 4 t : - 4* , , ' ';' ' '' , ; , F k - 9-, . . .-;-.. , '';t1.il • '. ' 1 '-': - , - ,.i...,::': 6;11 -..-..._ -9.611,, 6 4 .-t" ,, t• .....* '6- 6 ' 1 ' „,,- ' t .:::, • , , - ,.._ -„.•,,, ••. •,.....,,,, • • .,,,,, v).-. .v..., -..:1_':'....,,-.., - , - ..:41..:::., - ' •;,* '4 ), l' i." '1 „ • , 0,, • rot4itit‘ 4 r 4 1.r 7 * 4116291#11044 , H` , 4 ,41,•E„. trti % miumw ert.. 0 ,.. f 11.11F ft k. r4041 . ' - "iti” 4 6 • 4 I 11. 8 .911tIltfia* A - t - , tFt, k* r , `"- 1" • T _ .,•••;•■ 4 "!. ' aqwrriza.,w .• kA December 23, 1992 Frank Lubien Director of Building & Zoning MIAMI SHORES VILLAGE 10050 N.E. Second Avenue Miami Shores, FL 33138 -2382 RE: Barry University •Natural & Health Science Addition •Powers Building •Lehman Building t Dear Mr. Lubien: In accordance with Article VI. Special Approvals of the Zoning Ordinance of Miami Shores Village, Barry University is herewith submitting a small scale Plot Plan, sketches and appropriate background information for each of the three building projects under consideration for construction at the Miami Shores Campus. We request our application for approval by the Village Council be included on the agenda for the January 14, 1993 meeting. These new facilities will aid the University in its mission to offer the finest quality education, to assure a religious dimension and to provide community service and presence within a more caring environment. These new facilities will allow Barry University to relieve the excessive over use of many of the Miami Shores Campus teaching facilities and provide a substantially improved environment for the faculty. The success of Barry University brings international recognition to our Campus and Miami Shores Village. We look forward to meeting with you on January 14th and we appreciate the Village Council's consideration of this application. Very truly yours, ACAI ASSOCIATES, INC. Edward F. Cannon, AIA Architect for Barry University EFC/ec c. T. Czerniec, V.P. Business & Finance encs. miar-Baar1/MumiShuvpl.tr.F.l.aba 17/23/92 cia. es, incorporated /en a rs /roofing consultants/interior designers /aac 001323•eb0004379 5310 n tx 33rd • suite 218 • fort Lauderdale, Hocida 33309- 6300 • telephone (305) 484-4000 / fax (305) 484-5588 1 P -1 KS =sots= NZ111tsCDEET SITE PLAN Natural &Health Science Addition NORTH •• t 0 1 1 0 1 T 0• 0 10 CN••O* • 1411178•7101. • tl • l 0=11032711 • • • • 0 0 0 0 • •• 0 O * • IN • u ta / 0 • 7 �BABRY 4 NWERSI i MASTER PLAN MAME SINN= CAMPUS 7 0 0 0 1 0 t N• N 1 1 N t t T 1 T t I ASSOCIATES, INC AECNITECTf•ENOINEEEf ROOFING AND 01111001 C O N S U L T A N T S •• C•• t l t t • 08 1111. 00 *t• •0100/ S U I T S 1111 • • 0 0 7 L• 0 0 1 1 0 • L l. V1.0•10. • • 0 1 I O f 1 • • • • • • • • • 1 1 0 6 1 1 C 7 0 tl 0 1 1 • / 0 l t T 0 0 0/ l 11 t 1 0 0 1 N t t N tl 0 • t • POI 11101E • C2•7•00141 A 1ST ALAI •tl0C1•T1f. INC. Natural & Health Sciences Addition SITE PLAN SCHOOL OF NATURAL & HEALTH SCIENCES _,ii Irn , MP.1 I I WEST ELEVATION NORTH ELEVATION ,iiiiiiII11111111111111111111M11111111111111111111111111M11111111111111110 _....11111011111111111111111111111111H111111111111liomm,... I; row 111 4-40.dat M II N I NO ! N I En Eli 44W...1n • lilistlaegiUsU • 1;1 Iuu SCHOOL OF NATURAL & HEALTH SCIENCES NORTHWEST VIEW SCHOOL OF NATURAL & HEALTH SCIENCES BARRY I JNIVERSITY NATURAL & HEALTH SCIENCES ADDITION Barry University's growth in the 1980's has created a critical space shortage. The need is especially acute in the present School of Natural and Health Sciences. The Academic Health Science Center and the Division of Biological and Biomedical Sciences were established in 1985. The division was renamed in 1991 as the School of Natural and Health Sciences in order to integrate the undergraduate and graduate life and health science programs into a cohesive academic unit. The academic programs within the School respond to the demanding needs of society by preparing professional competent scientists/health practitioners whose values are congruent with the purpose and objectives of the university. The number of enrolling students increased from 72 in 1982 to 525 in 1992 - an increase of 700%. Addititnal classrooms, lecture halls, laboratories, and faculty office space are needed. The dean has been unable to expand class offerings. Over the past five years, new programming has been limited to evenings and weekends because of limited space. Students have no opportunity to return to labs for additinal lab time because labs are always fully scheduled from 8 a.m. to 7 p.m. The faculty struggles to bring cohesiveness to the program, but they are overwhelmed by the logistics of teaching in inadequate space. As a result, faculty- student interaction has been severely curtailed. The master plan of Barry University establishes a building zone to complete the science quadrangle. The Natural and Health Sciences expansion will complete 50% of the infill identified to build out the complex that was begun more than 52 years ago when the parent institution of Barry University was born. The original building forms are delicate, human- scaled stucco and tile roof buildings that established the South Florida vernacular of the campus. The aesthetics of the Natural and Health Science expansion will draw from the university vocabulary and reflect a simplicity of detail that is characteristic infill architecture while maintaining the delicate fabric that makes Barry University a special place for students and scholars. Limited available land and the ever increasing demands for science education at Barry University have created a need for a three-story The program for the Natural and Health Sciences is laboratory intensive with faculty offices in support of research and teaching facilities. On the first level, classroom facilities will be accessed from the main entry . An electron microscope suite and office suites for cardiovascular perfusion, anesthesiology, health care administration and speech pathology complete the program amenities of the first floor. The second level contains science teaching laboratories and faculty offices. Laboratory equipment is maintained in a central equipment room so that all students and faculty have equal access to this valuable resource. The third level is reserved for research laboratories and conference/seminar facilities. Each research laboratory will be equipped to support multi- discipline research. Fume hoods, water, waste, waste gases, electrical services and furniture will allow flexibility in the research program. PAGE 2 The addition will provide Barry University the ability to increase teaching efficiency, promote laboratory safety, and provide appropriate instructional space for the science education of Barry's students. MAC:BARRY UNIVERSITY /92017.00 1 /sch.des just 4 »ARRY UNIVERSITY Miami Shores, Florida BUILDING ARFA S IMMARY Natural Sr Health Sciences Addition First Floor Second Floor Third Floor rik TOTAL 21500 NSF PROGRAM AREA TABULATION First Floor: • Classroom for 100 students • Classroom for 40-60 students • CVP Offices • Anest. Offices • HCA Offices • Speech Path. Offices • Secretary Pool • Electron Microscope Suite • Histology Lab • Student Resource Room Sub total Second Floor: • Teaching Laboratory • Faculty Offices Sub total Third Floor: • Research Laboratory • Research Faculty Offices • • Classroom Storage oom • Conf.Seminar Room Sub total Total Net SF 7200 7100 7200 Gross SF 10000 10000 10000 30000 GSF 1 @ 2000 SF each = 2000 1 @ 1200 SF each = 1200 3 @ 100 SF each = 300 3 @ 100 SF each = 300 3 @ 100 SF each = 300 4 @ 100 SF each = 400 4 @ 100 SF each = 400 1 @ 500 SF each = 500 1 @ 1000 SF each = 1000 1 @ 800 SF each = 800 7200 NSF 6 .@ 1000 SF each = 6000 11 @ 100 SF each =1100 7100 NSF 10 @ 400 SF each = 4000 10 @ 100 SF each =1000 2 @ 200 SF each = 400 1 @ 875 SF each = 800 2 @ 500 SF each =1000 7200 NSF 21500 NSF COURT YARD GLA55RDOM 100 STUDENTS 204E Sr MAY BE DIVIDED HISTO® Y LAB. d142 OF &WENT REBOVRSE ROOM 4145F A GE SEMINAR ROOM 250 SF GSM UTIL I'M SF I SP 100 SF 1254 SP ANEST. I At ST. 100 SF 100 5F MIEJ ® 11 5F 100 5E 100 SF 1 00 Sr I sGA HGA 100 5F I DO SF • _ __ GM lop ef ida ticA tr OZORe. i =I Mll ® SE•RI'. SI' 100 SF 100 5F EVE SP IOO SF 100 RESTROOM 290 SF EM SUITE A$°I SF Eag GLA55RooM d0 -60 S 11JDEN7'S FIRST FLOOR FLAN SCALE: 1/20" = I'- 0" gal 50 SF 3 TEACH L.ABORA7ORY 1007 SP T{41146 L.AdORArORY 1007 5F MBE TEAGMINN LABORATORY 1062 5F Cal TEAGNINb LABORATORY 1062 SF = OFFICE OPTICS I�0 9P I2O 5F OFFICE ® 114 SP' OFFICE 10291' OFFICE 126 SF 162 OFFICE 02 CM OFFICE 1125F GM O ICE Orr 121 5F 121 5F 62 9FIS OP1R811 LOBBY gal T£ACHINE LABORATORY IOO1$ VAGHIN6 LABORATORY 1007 5F S -ONI, FLOOR PLAN Et SCALE: 1/20" al I'- 0" 1 GHA5 GLAssRoor4 SOO Sr MEN GOItf"AP#1INAR REASGH LAB 400 8F RIt9CARH LAB 400 5F GOMPISONINAR soo sP 831 , 0 311 922 OS21 R ARt'H IOO or 3� RED IC, LAS 400 Sr 0 @ I00 5F 400 3P Mg MO 0i"P'IG. OPPIG. 1O0 5P I00 W OPPIG. OFFIG. 00 5F 1009E I mam MEE R35�RGt1 ® LA15 OFFIG 400 Sr 100 Sr Rt'39ARGH LAB 400 5F DEE twIrARGH LAB 400 5F Slw ® RIESeARCH Las ® c IG, 400 14:l1 100 5F Lamy bob 5P T s 37ROOM 43 SP fARGH OFFIG. LAO 100 9P .tOG1 Sr RE53ARGH LAB 400 SF THIRo FLOOR FLAN 5GA1.- • 1/20" I'- 0" SITE PLAN E1I I PUMPING u STATION • NORTH FACULTY PARKING/VISITOR PARKING OOL OF'SOCIAL t1►0RK ON POWERS BUILDING SCHOOL OF EDUCATION AND SOCIAL WORK SOUTH ELEVATION ,1111111111111111116 .iiiii 11111111111111 U .l1t llhit11iili1dl11! I11i1s#IIIIEii1iil a ■t � E a t �e•� t Vii �I i j ` ��i 12 !I EAST ELEVATION Imiottioimmumminillon POWERS BUILDING SCHOOL OF EDUCATION AND SOCIAL WORK ADRIAN DOMINICAN SCHOOL OF EDUCATION The Adrian Dominican School of Education offers students a comprehensive range of updated professional programs designed to meet the current needs of educators, administrators, counselors, instructional technologists and human resource leaders for the 21st Century. Programs have been created to prepare students to function as competent professionals in their chosen careers and to broaden, deepen and expand their professional lives. Faculty are committed to promote the mission of Barry in a caring, . educational environment which includes teaching, advising, scholarship, research and supportive service to Barry and the surrounding community. Through continued curricular development, the Schoc is responsive to the needs of its culturally diverse student population and community. The Adrian Dominican School of Education through competent and academically prepared faculty, offers contemporary programs designed to: Meet current professional standards, including licensure and certification requirements. Provide knowledge and skills which enable graduates to practice in their career choices. The Adrian Dominican School of Education is presently operating at five different campus sites. The following description of needed space and their use is conservative rather than extravagant. It allows for expansion of faculty and student population. There are presently 20 faculty who teach more than 550 undergraduate and graduate students. Those numbers are expected to take quantum leaps in the near future. Facilities create the ambiance, the structure and the opportunity to implement the vision for restructuring and reorganizing the classroom of the future. The blending of sound teaching practices, caring attitudes and instructional technology stimulates professors and students to become vibrant teachers. The Adrian Dominican School of Education needs to project through its environment what it expects students to be. The Adrian Dominican School of Education has developed a preliminary plan for a facility that takes the future into account while dealing with the problems of the next few years. Based on expansion experience since 1986, members of the faculty and administration of the School have developed an estimate of space that will be needed. It includes classrooms, multi- purpose /multi- dimensional spaces, faculty /administrative offices, and space for community interaction on local, regional, state and national levels. Page 2 Adrian Dominican School of Education In addition, consideration should be given to the overwhelming evidence that future teachers must be equipped to deal with ohildren that will need more motivation, more confidence - building and more creative methods of teaching. Innovative educational techniques must be implemented in early childhood so that children without the ability to access higher education may still develop into adults and contribute to the well -being of society. THE ELLEN WHITESIDE MCDONNELL SCHOOL OF SOCIAL WORK Barry University initiated the development of a graduate of social work program in 1964 in response to a call from the Dade County Welfare Planning Council. The Council determined the need for the establishment of a graduate educational program in South Florida as a response to the shortage of professional social work personnel within the region. The University viewed the addition of this program as a particularly fitting expression of that aspect of its mission which is related to community service. Over the years the School of Social Work has fulfilled its promise. The Master of Social Work (MSW) program quickly earned a reputation for excellence in the community. Despite the subsequent developmdht of a similar program at Florida International University, which is also located in Miami, the Barry o9Law ham retained the reputation as the premier program in the region. The School maintains an enrollment of approximately 350 masters students and, to date, has granted more than 1,700 MSW degrees. In 1983 the School developed a doctoral program in social work. It currently has 55 students enrolled in the program and has, to date, awarded 17 doctoral degrees. The School of Social Work at Barry has made the decision to focus its training resources solely on a major in the direct practice of social work with individuals, family and groups. This means that all graduates of the program can be expected to engage careers in hands -on work with various client populations. The two year curriculum of 60 credits exposes students to the foundations of social work practice in their first year and to advanced practice, knowledge and skills in their second year. In the second year students select class and field learning experience in one of three fields of practice: health care, mental health and substance abuse or families and children. The School has developed several program options which accommodate students with special needs. An evening, part -time program is available at the main campus in Miami for students who are employed. The School of Social Work needs a facility to house its operations. The program suffers significantly from inadequacy of space. Faculty are expected to be available to students for advisement on a routine basis, but are housed in such a cramped offices that it is not possible for them to accommodate the requisite books, files and resource materials to enable them to conduct their scholarly work on site. In most offices there is only room for faculty to see one student at a time. The need to have faculty available on- site, but the inability to adequately accommodate them poses obvious and significant flexibility problems. Page 2 The Ellen Whiteside McDonnell School of Social Work Support staff are presently jammed into inadequate space. Their work area also serves as common area for faculty and students. This is most disrupting. The Research and Training Center which does extensive contract work is most inadequately housed. There is no common space for students to gather and for students�rn fac city to engage each other informally. The problem of a geographically dispersed student body is exacerbated by the absence of any facility which provides a setting in which they can engage one another in ways that accommodate discussion, stimulate ideas and facilitate the development of a professional identity beyond the classroom. The proposed facility will profoundly enrich the social work training program as well as extending the University's commitment to community service. In addition to housing faculty, administration and special programs, providing classroom and common space, the proposed facility will also house a community center. The School would expect to accommodate approximately 30 faculty and administrators in office space as well as a support staff of approximately six. It would also provide six classrooms which a would be used for seminars, special events and the like, as well as a student and faculty lounge. The center would require its own entrance providing easy access to the community. It should accommodate a minimum of 15 professionals and three support staff. Common space and facilities for the provision of specialized services would also required. J3ARRY UNIVERSITY Miami Shores, Florida BUILDING AREA ST MMA_RY Patsy & Samuel Powers Building for Human Services Net SF First Floor 16280 Second Floor 10950 TOTAL PROGRAM AREA TABULATION Second Floor: • Program Director Offices • Faculty Offices • Secretarial Work Areas • Faculty Support Area • Faculty Lounge Sub total Total 27230 NSF First Floor: • School of Ed. Admin Suite • Sch. of Soc. Work.Admin Suite • Classrooms • Large Classroom • Counseling/Clinic • Conference/Seminar rooms • S/W Doct. Dir. Suite • S/W Field Work Dir. Suite • S/W RTC Suite • S/W Student Lounge • Records & Work Room Sub total 1 1 5 1 2 4 1 1 1 1 2 Gross SF 21900 14200 36100 GSF 1470 SF each = 1470 1660SF each = 1660 900 SF each = 4500 2400 SF each = 2400 560SF each = 1120 Varies in size = 1500 425 SF each = 425 665 SF each = 665 560 SF each = 560 900 SF each = 900 540SF each = 1080 16280 NSF 5 @ 175 SF each = 875 59" @ 120SF each = 7080 3 @ 165 SF each = 495 1 @ 1900 SF each = 1900 2 @ 300 SF each = 600 10950 NSF 27230 NSF ■■■■■■■■■■ L)L1 Imimmi■N■ ■m ••••••••••••• 1111 ■■ •■ ■ •■ ■N •N ■■ C r ATOM C .VOLT.ry SIROO 1 OCIV. p-I. 'ARTIAFL SITE PLAN FIRST FLOOR PLAN ;AL E.146" _ l' -o" SECOND FLOOR FLAN SCALE: k = I '-O° Iti VMS 11111MM.I •fi m ' . --- 111111111111111111111110 III ell WI MIIIIMEIMIIIIMUILS1111.11111111A1 1111111 111=1 ■=11 "UMW . 1111Wiii fi :, - . . - 1 . . ''• • . - • . T•arel • • • •••••■••••....14.4........,.. 'o o 1. 1 5 1 ■47 1 .41 ., o ; .. 0 E I I' LEFINLAIN BUILDING . • .• I. 110. arnict al si i It iit •-t.•4•,.”-.4 • 0 0 • Wt.. • +Hi 0 ERHfrf+FFFY' ; '‘ \ • 106,JSJs X1111111111 IIIIII101111111 LEHMAN BUILDING WEST ELEVATION la LIBRARY/FLOOR PLAN OFFICES/FLOOR PLAN CLASSROOMS/FLOOR PLAN BARRY UNIVERSITY WILLIAM LEHMAN BUILDING In November of 1986, the Barry University newspaper 'FLAME' reported: U.S. Rep. William Lehman, (FL -17 District), was guest of honor at a luncheon hosted by Sister Jeanne O'Laughlin, O.P., President of Barry University, Tuesday, October 28, 1986, in the Room. Congressman. Lehman plans to name Barry University as the repository for his Congressional papers. The cataloguing of the approximately 40,000 documents should be completed within the next 10 years. Given Congres$man Lehman's importance in national and local politics, his papers will generate dozens of scholarly works, induding many books. As part of the project, he is working on his autobiography. When completed, this will evolve into an oral history of his years in public life. Rep. Lehman chose Barry University due to his close and longstanding relationship with the school. He is confident that Barry will make the best of the resources provided by him. The university is also located in Rep. Lehman's district. As chairman of the powerful Transportation Appropriation Subcommittee, he has been responsible for federal funding for Dade County, Florida transportation programs, including $750 million for Metrorail. He holds a Bachelor's degree from the University of Alabama and has studied at the University of Miami, Barry University, Oxford University, Cambridge University, the University of Edinburgh and Harvard University. Rep. Lehman has taught in Dade County Public Schools and Miami -Dade County School Board from 1966 -72, holding the post of Chairman in 1971 -72. He is a past President of the Muscular Dystrophy Society of South Florida, was named Man of the Year by the North Miami Beach Jaycees in 1971, and is a member of the U.S. Holocaust Memorial Council. Rep. Lehman was the recipient of the American Jewish Committee Humanitarian Award in 1972. In the July 13, 1992 Miami Herald article tells of the Congressman's current plans. What will U.S. Rep. Bill Lehman do next year after he ends a 20 -year run on Capitol Hill as one of South Florida's most productive, influential and revered congressman? "Sit in my rocking chair," he says, with a smile. That's hardly likely. If there's anyone whose friendships and powerful connections are likely to endure past his term of office, it's Lehman. His list of accomplishments includes funding for Metrorail, Metromover, new bridges and roads and many more. PAGE 2 - Lehman was one of those monumental figures that come infrequently to Congress or any other institution,' said Mitch Maidique, president of Florida International University. 'It will take decades for people to reflect on the impact he's had on our community. • Or, from the perspective of Metro -Dade Commissioner Harvey Ruvin: 'There was no one who brought home more bacon'. Ruvin wants Dade County to hire Lehman as a transportation lobbyist in Washington - a job that Lehman said he might take. Lehman said he'll keep his hand in pubic issues. He looked over at his wife of 43 years, Joan. She said I have to find something to do. She can't stand to have me around the house." Barry Universi has been notified by the U.S. Department of Transportation that a grant of $3,000,000 has been earmarked for Barry to construct a facility to house the necessary facilities to aid his future work. MAC:Barry University Article- (07/13/92) - 11/30/92 J3ARRY UNIVERSITY Miami Shores, Florida 13 1 ' ING AREA SUMMARY William Lehman Building P1OGRAM AREA TABULATION First Floor: • Classrooms Sub Total Second Floor: • Conference/Seminar Room • Faculty Office Suite Sub Total Third Floor: • Lehman Library • Dean's Office Suite • Reception/Conference Facility • Independent Study Room • Rare Book Collection Sub Total mac.'92- 014:amldingAr sS mmuy/Wm r eh Net SF Gross SF First Floor 5,400 8,000 Second Floor 6,000 7,700 Third Floor 5.600 8.300 TOTAL 17,100 NSF 24,000 GSF 6 @ 900 SF each = 5,400 5,400 NSF 4 @ 300 SF each = 1,200 4 @ 1,200 SF each = 4,800 6,000 NSF 1 @ 2,400 SF each = 2,400 1 @ 1,400 SF each = 1,250 1 @ 1,250 SF each = 1,250 4 @ 100 SF each = 400 1 @ 400 SF each = 400 5.700 NSF TOTAL 17,100 NSF C.LA Root( IOU GLA�sRoorl G 1,A€D4, ROOM mu v!! !!n =mul IlnniuI IIIlihIIuIlIfannu®Iiiiu unnu 'IIII'II NmIuuIIumm Iu 101 111 rr CLA4GRooH ct,.b4*RooM 0 GLAXR r �(R r LOOK rLAK - cL46► NOOM KTS . coFln FLoog rLAN - ofric N T4 . 1•.T. 0 1 1 I TNIt2D FLOOR PLAN - L IDRGRY 1 1 1 1 1 To LIt3RARY .4TN LEVEL Campus Parking Calculations Barry University December 22, 1992 Miami Shores Campus CAMPUS PARKING CALCULATIONS BASIS OF THESE CALCULATIONS: • Zoning Ordinance of Miami Shores Village, Florida - Reprinted 1991 REQUIREMENTS 1.0 District S -1 1.1 Permitted Uses: 2. Colleges 1.2 Off Street Parking Space MINIMUM 1.2.1 One parking space for each classroom plus one parking space for each 10 students or 1/2 of the additional parking spaces otherwise required by this section for auditoriums, whichever may be greater. 1.2.2 Auditoriums Refer to "R" district • Churches - One space fo'r each 4 seats Refer to "B" district • Auditoriums - One space for each 3 fixed seats PLUS - One space for each 40 square feet of floor area for mavable seating. COMPUTATIONS 2.0 Full Time Equilivant (FTE) Students Miami Shores Campus as of 12/21/92 2.1 Existing classrooms by actual records of the Registrar 80 2.2 Proposed new construction: 2.2.1 School of Natural & Health Sciences Addition • Classrooms 4 • Teaching Laboratories 7 • Research Laboratories 10 • Seminar rooms � 2 2.2.2 Samuel & Patsy Powers Building for Human Services • Classrooms 2.2.3 William Lehman Building • Classrooms • Seminar rooms Total Classrooms 2.3 Auditoriums 2.3.1 • Cor Jesu Chapel - 248 seats/4 2.3.2 • Broad Auditorium - 999 seats/3 2.3.3 • Health and Sports Center - 1500 bleacher seats/3 2.3.4 • Health and Sports Center - 8125 sf movable seats/40 Total Auditorium seating Page 1 of 2 13 6 4 126 63 333 500 204 I 11001 3157 0 • Barry University Miami Shores Campus CAMPUS PARKING CALCULATIONS (continued) COMPUTATIONS Option 'A" 1) One space for each Classroom + 126 2) One space for each 10 students 316 Total Option "A" 442 or Option "B" 1) One space for each Classroom + 2) 1/2 additional parking spaces regelred for auditoriums Total Option "B" whichever is greater Available Parking Exceeds Required By: • Spaces • Percent ( %) Page 2 of 2 126 550 676 AVAILABLE PARKING on MIAMI SHORES CAMPUS Location (see attached campus site plan) Parking spaces P -1 494 P -2 100 P -3 9 P4 12 P -5 64 P -6 86 P -7 13 P-8 132 P -9 124 Total Available Parking 1034 Minumum Required Parking 676 358 35 December 22, 1992 • Since Option "B" is greater it shall be the basis for the MIMIMUM REQUIRED CAMPUS PARKING GEOTE,CHNICAt 'ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, June 21, 1996 Mr. Jim Obenour OBENOUR ROOFING 9325 Park Drive, Suite F Miami, FL 33139 Re : Barry University Research Building 11300 N. Miami Avenue N. Miami, FL Dear Mr. Obenour : lUI �..f \..._ li • . wmArAr i/ DYNATECH ENGINEERING CORP. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING In accordance with your authorization, DYNATECH ENGINEERING CORP., has performed an uplift test in compliance with PA -124 and the South Florida Building Code on June 20, 1996 at the above referenced project. Dynatech Engineering Corp. is a certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof test panel at the above referenced project. The subject property consists of a 4 story commercial structure. Construction of the roof employed an S.B.S. roof system mechanically fastened with olympic 1.7 basesheet fasteners into the light weight roof deck. Our engineer visited the site and conducted three uplift tests on the existing flat roof test panel. All tests were performed according to the South Florida Building Code Section 3401.10 and PA -124 750 West 84 Street, Hialeah, FL 33014 -3618. Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 11300 N. Miami Avenue Enclosed find copies of PA -124 forms of the subject test. Test results were found in compliance with the South Florida Building Code and PA -124. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Review d by : Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sd sc GENERAL INFORMATION: Job Name: Job Address: Job Contact Person: Testing Agency Name: Address: Telephone: Fax: Repr•esenLaLive Name: 'i'ILIe: Signalure: Tesi Apparalus (General Dcscriplion): Bonded Pull Test Equipment Chatillon Model WT -10 DADE COUNTY BUILDING CODE COMPLIANCE OFFICE PROTOCOL PA 124 -94 BONDED PULL TEST RESULTS METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1503 (305) 375 -2901 FAX (305) 375.2900 Barry University Research Building 11300 N. Miami Avenue N. Miami, FL Mr. Jim Obenour - 757 -2612 TESTING AGENCY /EQUIPMENT INFORMATION: Note: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Dade County Protocol PA 124. DYNATECH ENGINEERING CORP. 750 W. 84th Street Hialeah, FL 33014 ( 305 ) _ 828 _ 7499 ( 305 ) _ 828 _ 9598 Wissam S. Naamani Engineer Page — MAY PA 124 — Bonded Pull Test Results MAY TEST INFORMATION: Number of Tesis: n see Section 7.1 of Dade County Protocol PA 124) (note the locations of all tests on 'Building lnlormatimi Detail ff2. attached) Maximum Uplift Pressure: (as noted on the roof system manufacturer's Metro -Dade Product Control Approval) Design Pressures: Level 11 Field Area: Perimeter Area: Corner Areas: Extended Corner: Peel Level 1/2: Field Area: P12 = _ psf Perimeter Area: P = psi Corner Areas: P • = psi Extended Corner: P , = psi Level 113: Field Area: psi Perimeter Area: P _ — psi Corner Areas: P = psi Extended Corner: Pecs = psi. Note: If the number of levels on the building /project exceeds three (3), record design pressures for additional levels in a similar format. Page - 3 P max P Pp, Pc, 3 = N/A psf = 67.5 ps i 121:5 psi = 121.5 psi 121.5 psi PA 124 - Bonded Pull Test Results MAY BUILDING /ROOD' SYSTEM INFORMATION: Building Height: height = 62 ft Building Dimensions: length __ 100 ft second largest dimension =- 90 ft total roof area _ 9000 f12 Deck Type: 90 sqs. 0 plywood or wood plank O cementilious wood fiber El poured gypsum concrete I7 aggregate l/w insulating concrete 0 structural poured concrete *cellular l/w insulating concrete ii structural concrete plank laggregate /cellular insulating concrete C1 10 — 22 ga. steel I7 > 22 ga. steel composite (e.g. Load Master) Insulation: ❑ polyisocyanurate 11 wood fiber CI glass fiber 17 perlile cellular glass 11 rockwool o extruded polystyrene ❑ expanded polystyrene $ none 17 other U combination & Attachment: mechanically attached Basesleet fasteners per f1 O'in hot asphalt ply sheets (---- lbs per square) 0 cold applied Provide a brief description of the built —up roof system: Modifid S.B.S. roof system set with hot asphalt to a mechanically fastened (1.7 olympic fastener) basesheet to a light weight concrete roof deck. Page — 2 PA 124 - Bonded Pull Test Results MAY DATA RECORDING SHEET: Bonded Pull 'Pest Check the appropriate box for field, perimeter, corner or extended corner. Field Area Perimeter Area - *Corner Area Extended Corner Area Applie_d_l(L(lbO Applied Pressure (psf) Pass 1 Minute llold (')acs' or '2') 220 psf f 8so, .Ibf YES P ` 940 Ibf 23,5 psf YES 1000 Ibf 250 psf YES 1060 11 265 pSf YES 1120 lbf 280 ps f YES 1180 Ibf 295 psf YES 1240 lbf 310 psf IE$_ 1300 !b 325 ps f YES 1360 Ibf 340 pS f YES Check either 'pass' or 'fail': --pass fail If the test resulted in failure, complete the following: Suspected mode of failure No Delamination or Rupture Was a lest cut taken lo confirm the mode of failure? yes -*no If yes, note observations of test cut: Notes: Provide one of these 'Data Recording Shcels' for each Bonded Pull Test conducted on each roof level. Multiple deck types shall be treated as separate roof levels. Stair towers, mechanical penthouses and mechanical rooms shall have a minimum of one (I) lest conducted. Page - 4 Level Q 1 'Pest f 1 I'A 124 • Mundell full Test Results MAY DA'T'A RECORDING SHEET: I': liondcd Pull 'Pest Check the appropriate box for field, perimeter, corner or extended corner. -Field Area Perimeter Area Corner Area Extended Corner Area Applied L sL(1l4 . Applie esslrc (p1 [) Pass I Minute llold ('yes' or ...1.4. ). 2 45 1:070b1 psf YES YES 260 s f lo8gbf P 1140'1b f 285 psf YES 1200114 inn psf YES 1260 1 b f 315 psf YES 1320 lb/ 330 psf YES 1380 HA 345 psf• YES 1440 Ib f 360 psi YES 15001b f 375 ps i NO Check either 'pass' or 'fail': * pass If the lest resulted in failure, complete the following: Suspected mode of failure: Was a test cut taken lo confirm the mode of failure? leyes no If yes, note observations of lest cut: Delamination between mechanically fastened basesheet & light weight roof deck. Notes: Provide one of these 'Data Recording Sheets' for each Bonded Pull Test conducted on each roof level. Multiple deck types shall be treated as separate roof levels. Stair lowers, mechanical penthouses and mechanical rooms shall have a minimum of one' (I) Lest conducted. Page - A fail Level /I 1 'Pest IJ 2 PA 124 • Mundell full Test Results MAY DATA RECORDING SHEET: Bonded Pull 'Pest Level f 1 Test 11 3 Check the appropriate box for field, perimeter, corner or extended corner. Field Area Perimeter Area Corner Area Extended Corner Area Applies aQsL(Ibf). AppJi.carG sslrc (p.s.f). Pass 1 Minute Bold 640 Ib 160 psf YES 175 psi. YES 700 lbf P . psi' p f YES 760 , Ibf [ 820 Ibf 205 psi' YES 880 I bf 220 psf YES 940 Ibf 235 psf YES 1000 I bf 250 ps f• YES 1060 Ibf. 265 psf YES 1120 Ibf 280 psf YES Check either 'pass' or 'fail': _pass fail If the test resulted in failure, complete the following: Suspected mode of failure: No delamination or rupture. Was a test cut taken to confirm the mode of failure? yes ltno If yes, note observations of Lest cut: Notes: Provide one of these 'Data Recording Sheets' for each Bonded Pull Test conducted on each roof level. Multiple deck types shall be treated as separate roof levels. Stair Losers. mechanical penthouses and mechanical rooms shall have a minimum of one (I) lest conducted. Page -- •1 1'A 124. Bonded full Test Results MAY T — inch T inch I I'ILI, IN EXISTING ROOFING COMPONENTS WIIICII MAKE 11P ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Modified Surfacing: Granular r (briefly dese)ibe, II applicable) Ply Sheet(s): 2 Plvs fiber glas Bonding Material: Top Ply Bonding Material Fastener: Olympic 1.7 (n base sheet mech. attached) Base sh 30# Basesheet Bonding Material: N/A (if base sheet bonded) Fastener N/A (if top insulation layer meth. attached) ii Top Insulation layer u crere t (il applicable) Bonding Material (if top insulation layer bonded) Fastener: N/A id insulation mech. attached) N/A Insulation: ( ondiflp Materia d insulalioa bonded (i applicable) rdcr Primer (II applicable) N/A N/A N/A DECK: Light Weight Concrete Type Structural Concrete Cage or Thickness: Density. if concrete deck: Roof System Information — Detail #1 Page — 5 s PA 124 — Bonded Pull Test Results Insert Building and Parapet Heights. (II no Parapet exists. insert "N /A ") GROUND LEVEL 62 ' red MAY Building Information - Detail f I Page - 6 PA 124 - Bonded Pull Test Results Sketch Roof ?:an indicating el 'Level ='s' and the location of ail tests conducted on each'.evei ti e. 'T2', .. 'Tn ). Include the .hens :ors of each level and any roof drains. slopes. and /or roof top equipment which exists on the roof. s /MO l Building Information — Detail #2 Page — 7 MAY PA 124 — Bonded Pull Test Results GEOTECHNICAL ENVIRONMENTAL HYDROG GLOGY AS ESTOS DATE CLIENT . PROJECT : Project Info: H = 62' L = 100' W= 90' Design Calculations : lam //'_' •VRIOL _ /Imp i4a 1 rl�OMR lumwmuiwAvAr DYNATECH ENGINEERING CORP. 5 -31 -96 Obenour Roofing Sheet Metal & Supply Co. Barry University Research Building. ASCE 7 -93 DESIGN PRESSURE CALCULATIONS Exposure : C Category : 1 Slope : <10 Parapet Wall : 3' For h< 60' use exposure C for Kz (ASCE 7 -93 6.5.3.3) Basic Windspeed V= 110 MHP Importance Factor 1= 1.05 Kz= 1.60 2 Velocity Pressure : q = 0.00256 [(110) (1.05)] x 1.59 = 54 psf. Width of Pressure Coefficient : 0.1 (90') = 4.5 0.4 (62') = 31' } use 4' -6" Approximate Roof Area: 10,260 Square Feet. For parapet height 3' or larger zone 3 & 4 can be treated as zone 2 (ASCE 7 -93) TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 Page No. 2 Project : Barry University Research Building External Pressure Coefficient : 1) GCP1 = -1.0 2) GCP2 = -2.0 3) GCP3 = -2.0 4) GCP4 = -2.0 Internal Pressure Coefficient : GCP1= + 0.25 Design Pressures Calculations (Cont.): Design Pressures : 1) Field P1= 54 ( -1.0 ( -) + 0.25) = - 67.5 psf. 2) Perimeter P2= 54 ( -2.0 ( -) + 0.25) = - 121.5 psf. 3) Extended Corners: P3= 54 ( -2.0 ( -) + 0.25) = -121.5 psf. 4) Corners • P4= 54 ( -2.0 ( -) + 0.25) = - 12115 psf. Attachment Requirements : Proposed System must provide a negative wind uplift pressure to meet the above wind load calculation. Page No. 3 Project : Barry University Research Building. Notes : • Comers, extended corners and perimeter area dimension shall not be less than 2a= 9' -0" ▪ All work shall be in compliance with the S.F.B.C. Chapter 34 product control notice of acceptance and manufacturer specifications. Mechanical fastener capacity shall be verified in compliance with Dade County Protocol PA -105. (when applicable) ▪ Fastener spacing shall be in compliance with PA -117 (when applicable) Roof uplift capacity shall be verified in compliance with Dade County Protocol PA -124 (when applicable) ▪ Wind load calculations based on ASCE 7 -93 and information provided by client. Sincerely yours, 4s Wissa aamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 HIB -91 Summary Sheet COMMENTARY and. RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the Installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and properly. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical TRUSS STORAGE °) FEB 1944p n v co RE(.rlr �r{ ALAI AS t 1N€. 8' -10' 8'-1 0' Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Frame 1 TRUSS PLATE INSTITUTE D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel Inthe wood truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. is only tor Ren. cnntormance with the nncc p1 c.t the proj2c1 ar d general compliance rl inforr.,tion ?ivcr, n s contract documents. - e f tt: " he requirements . the )3. Ceer,rr.Y tCr is respcnsibie tor: he )r• irrr E and correlated 0^ p'cress :s and techniques ei h s work with that of isi:ctory perturrnance of Trusep brace& ng. ii`4c. ONS AND RESUBMIT EM 4 Tag Une 1 "ttie group Spreader Bar mamma mull Toe In Approximately 1/2 to % truss le n . h Spreader Bar Toe In /.- �I. /��w� I I 1 '1 Approximately Approximately 1/2 truss length 1/2 truss length Truss spans less than 30'. Approximately 1 /a to V3truss len, h Less than or equal to 60' Less than or equal to 60' 1 GROUND BRACING:BUILDING INTERIOR Toe In Toe In Tag Une MECHANICAL NSTALLA Lifting devices should be connected to the truss top chord with a closed - loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Tag Une Tag Une Frame 2 Tag Une At or above mid- height Tag Une Al■ El MEM ON Approximately 35 to %truss length Strongback/ SpreaderBar 10' 10' Approximately % to % truss length Strongback/ SpreaderBar (GROUND BRACING : BUILDING EXTERIOR Greater than 60' Greater than 60' Typical vertical attachment Strut (ST) � 10 Typical horizontal Us member with multiple stakes (HT) End Wall Plan Ground Brace Verticals (GBV) truss cr ltrac d= " group of trusses ' br ce (ES) DF - Douglas Flr -Larch HF - Hem-Fir Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIM UM PITCH 4/12 4/12 4/12 TOP CHC LATERAL SPACING 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] 20 10 6 SPF /HF 15 7 4 See a registered professional engineer Continuous Tqp Chord Lateral Brace �\ Required Top chords that are laterally braced can buckle togetherand causecollapee if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord SP - Southern Pine SPF - Spruce-Pine-Fir 12 4 or greater Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMU PITC DIFFERENCE 2.5 3.0 3.0 TOP CHORD .. LATERAL BRACE SPACING(LBs) 7' 6' 5' TOP CHORD DIAGONAL B SPACING (DBS) (# trusses] SP/DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer All lateral braces lapped at least 2 trusses. Frame 3 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 s _ INNO/4// SP - Southern Pine SPF - Spruce - Pine -Fir I PITCHED TRUSS Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 12 - —� 4 or greater == ■■__ 's 3 e C Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WEB MEMBER PLANE ' 3 4 r - Permanent � � continuous 0 lateral bracing ° q as specified by the truss engineering. Frame 4 Upto32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LBB) 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DB& ( # : trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir - Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at (east 2 trusses. ( BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' intervals. Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM DEPTH 30" 42" 48" T OP CHORD .: LATERAL BRACE SPACING(LB 8 ' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DI' 16 6 4 SPF /HF 1 0 4 2 See a registered professional engineer DF - Douglas Fir - Larch SP - Southern Pine HF - Hem -Fir SPF - Spin -Pine - Fir 1b rogor iftle" The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSSTOP CHORD Top chords that are laterally braced can buckle togetherand causecollapse if there ieno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purins are attached to the topside of the top chord. 1y End diagonals are stabilityand_ must be dupiteat both ends of the truss system. End diagonals are essentfat for, stability and must be duplicat both ends of the truss system. Top chords that are laterally braced can buckle togetherand cause collapse inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS 30'038 Continuous Top Chord Lateral Brace Required Attachment Required Continuous Top Chord Lateral Brace Required 10° or Greater 10° or Greater / Required 30' or greater t 3 X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2 . 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(in) 1/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 1(11) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' MONO TRUSS 1 Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM • PITCH 3/12 3/12 3/12 TOP *CHORD LATERAL BRACE s!!)pirsip(L.6 8' 7' 6' TOP CHORD 1 DIAGONAL BRACE SPACING (DBs) [# trusses] SP/DF 17 10 6 SPF/HF 12 6 4 See a registered professiona engineer DF - Douglas Fir-Larch HF - Hem-Fir Maximum Misplacement Diagonal brace also required On end verticals. Top chords that are laterally braced can buckle togetherand causecoliapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB SP - Southern Pine SPF Spruce-Pine-Fir Truss Depth D(In) Lesser of D/50 or 2" Plumb Line Continuous Top Chord Lateral Brace Required 10° or Greater 1 OUT-OF-PLUMB INSTALLATION TOLERANCES. lN$TALLATION ±y1 Frame 6 ......... ........... ............ ........... ........ ......................... ...................... L(in) • ......... ............................ 12 — 13 or greater Length L(in) t Lesser of LJ200 or 2" BOW OUT-OF-PLANE INSTALLATION TOLERANCES. lateral braces lapped at least 2 trusses. L(in) Lesser of LJ200 or 2" "PA 1//111 111 It I GRADE OF LUMBER TOP C :III RD :2*4 No.2ND 19 SF 1301 CIICJIW :2 *4 No.2ND 19 SP WEE"3 :2 * 4 No.3 19 SP S► S 1-(ANGET-c(4S SKEWF_c?) -* LOAOIN6 (PSF) TOP LIVE : SO TOP DEAD : 15 OO TTDY : 10 TOTAL : 55 7 _ _) 11.79 a . 96, 6.1 3.30 0.47 3 7 )R12 c )59 * 14 ( - 7 SCALE 1' SPACING ; 24' D,C, TP 17D RESIGN RUMBLE LE STRESS I N CREAS E DSx 47 , 6 PLATES ARE HITEK H20-250,216 MANUFACTURED FROM AST)) A 446 6RD A 6ALVAN11E0 STEEL(EICEPT AS SHOWN) PLATE MUST BE INSTALLED ON BOTH FACES OF JOINTS SYHMETRICALLY(EICEPT AS SHOWNID SIGN CONFORHS WITH NDS DESIGN SPECS AND SSBC -91 THIS DESIGN IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND•TEIIPORARY BRACINS(WHICH I9 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. J9 ce ANC. - PFAC,E. a B►ks, (5Y) ZU O lU� V ") Dl Kaslo Fns= J_9 c tLY COMMON Hip JACKS - cif ArAfa «4 :a - oR HURR(CAN1; CL1F .EA ) -ECFULLY ■IAkLEt) u M Ie7ER - _ 3x4 / TOr 2. CA- --o "' (J- t t) 3 x4. t°i 2x4 No• 2. Kr), Sr, III ,�' I,,le x... .s4 tto. 3 Kp -Sr. uNt,e tatzwlst 4-0 d - ro- NAH... !WIC 1=- 3x0I'L - 2x4 H 0 5T eyszK. I-41P -SET DETAILS H - CLIPS FoK J - eD j -7 oNE : 4 - tC d ( NAc L.5) FOP J -5 ONLY _= 2 —It a d (To WAILS) mR J3s.J.I C rok c,w,m 0145A.FAcg. 5211OM Ct -tee: - i - 2-(G9 d (TOE kL LS) rOK J7. JS).75)J 1 3x4 PL. K (o - (' -. o �L.��(X13)47c�7� -(a. �c 7 1 . 17 ( )ICA� �. _ ANC - 10P,AGS TO I3R6, 3x4 , (4.62 P1-QT (��' 1 =3LPR) RR = 14 959# 3x 10 U`�ING A 45° HIP BASH HANGER _ � �_ (s�el✓) I4 14125 01t, , 3x t°tr, �I (5t3.c.c) I4 ( 35 11 > 14'Z - c' oK , 15 -& 1 /Ic (GJ -1 1 ( 6a, I 1 L O SET & O< CORNNR JACK R ACTION CALWLATIDt� -' ZX .R_ i$` 1_ T RP PRA FOR OADE TR 3x4 c.. DATE: '9110 FE B 1 0 1-1u12RICANE CLIP'S c71 E C4-4 c-a • C, DES, DY. CHECKED BY DATE 1 9/10/e0 ORAA I N6 : D JOD ND, : 'o rg20 1 m7 .c1 . ! (7/143 * e 1170 — 3M -'Si 0. a I ' iii u!■ itc) - 1 'd)1 3*IaciLit —1 -Z N141 'S cl)1T rmea - . .,,-u lig2 J Ji o fii7Su � _ Am :13 cl iiir 1 . ' AO aava9 al �4 _ G 'H? 5/\O Wf1HIXdH `. " • 'OK ear 9B IUUBD 0601(G 3180 r s AB 0313383 ' '18 '53D 03MOUd dU 1 r * QI II - t i 4 166. 01 OA e2s u t , vt t W31(191f 30 133I1113UV 9018 1111SH03(a03 SAV11lV SI" l3IIihl9N13VU8 &WU1341311iKV 1113t191d 8011110 110I1V3f11UV3 SSIIHI VOA 31 ,119133 Sllll •.16 -1d1 3859 BA S33AS 89IS3S SOH 1111.11 S11WiNO3 11915330(H80115 SV 1d33131A11V31U13111AS 511110C A0 333V1 11106 Hp 0311V15111 3fi 151111 31V11 1111015 SV 1d331311331S 03110VA1V9 V 6119 311 V RSV NOVA 03111113ViONW 91Z 0SZ -018 131111 31111 53111.1 • Y ,r _i_NocEl mot-ow .t Jj t ) / � ' -1-ON (e 1i fig) Gel 3Nso ir)ti to-1-17 0 Q. 1 c41w.1..) 14:cral p 11 21 CO A0 ol -1 9W\'HGAo :. ZI - - xEE.3SU303NI. 553015 316880118 1131530 at I dl • '3 •iZ : 9813ed5 .1 31835 01 . a r? ' 5011.1111 s I :, dlt 06 . -3j41 dQ!' 1 3Sd).98IDV61 C.4.4 1A0 CIN`v 7 �7� • •aNI 'S Z11- � X a 1Nd'y 'am 1 t asn 't 10 zaak* 9Nv1t k 41- '.Ltt1d 17X2 >-i . • # 3M7 aNY 7A-b. ' ay*I1lPa �s� Z13 �Ndtt - �i�S -�lrl cmiNVAivs d5 6T £' °N b #Zs S03M CIS 6T ONZ'°I1 t• #Z:U ItJ11a .LIJ11 dS b Hawn, 4 t1 RUVUS 14 --- CMKON 7 PRO_FiLE 1 HAVEVERIEFIED ALL DIMENSIONS,TRUSS LAYOUT,OVERHANO DETAILS AND NUMBER OF TRUSSES AND PROVE THEK AS SHOW, BY_ DATE DADE TRUSS Comi!Arnr 11021 H. W. 7p AVE. MIA141. rt..A. 331U PH. MOW 5112-112411 CUSTOMER 5ro8s a Rd n oWs HODELOA Y DATE 2- 9- 4- Joe ADTREs8 MIAMI SHORES /2 • •• . = = = « «A.C.E.S Version 6.0 »» Customer : BARRY Project #: 89061 Span : 10 -6 -10 FORCES- LOAD CASE #1 1-2: 812 5-6: 242 2-7 =-925 2 -3 :-261 6 -7: -747 2 -6: 1013 3-4: 0 7 -1 :-747 3 -6 :-j1 4-5 :-91 3-1=-289 LOADING COND. # 2, PROVIDE FOR 176, LBS UPLIFT AT JOINT 7 LOADING COND. # 2, PROVIDE FOR 226, LBS UPLIFT AT JOINT 5 PROVIDE FOR 207 LBS HORIZ. REACTION AT JOINT 7 , 1 -9 -13 2 -2 -1 2 -2 -1 L. HL TO Ply :11 -5 LEFT HEIGHT :0 -4 -1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 2 -2 -1 2 -2 -1 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL [ 003677 :1===r Truss ID : CJ14X Quantity : 2 7 3x4 REACTIONS - SIZE 7 :-1122 4.00 5 :-272 4.00 6 -4 -5 4 -2 -4 6 -4 -5 4 -2 -4 MAX STRESSES TOP 1 -2 =0.575 BOTT 6 -7 =0.556 DEFL. @6 =0.01 < L/360 PANEL(PLF) / JOINTS(LBS) 1- 3: 90 3- 4: 45 5- 6: 11 (NONE) 1- 2 :-45 2- 3 :-72 3- 4 :-25 7- 1 :-47 = = _ « «- DAD E- TRUSS - »» _ _ Tue Feb 08 17:33:31 1994 Family # : 201 Top Pitch : 4.95/12 6 3x4 SPAN :10 -6 -10 RISE:4 -8-4 10 -6 -10 4 -2 -5 10-6-10 4 -2 -5 MINIMUM GRADE OF TOP CHORD:2 *4 No BOT CHORD:2*4 No WEBS :2 *4 N SPACING : 24.0 NO. OF MEMBERS = 6- 7: 84 7- 1: 20 RIGHT HEIGHT :4 5 3x4 ( PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH DESIGN SPECS SSBC,TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD CONSULT BLDG ARCHITECT OR ENGINEER. = =« «A.C.E:.S Version 6.0 »» [ 003676 ]___= == = « « -DADE- TRUSS - » » = =_ Customer : BARRY Tue Feb OS 17 :33 :10 1994 Project #: 89061 Truss ID : CJ14 Family # : 201 Span : 10 -6 -10 Quantity : 7 Top Pitch : 4.95/12 FORCES - LOAD CASE #1 REACTIONS - SIIE 1-2: 942 5-6: 218 2-7 =-942 7 :-993 4.00 2-3 :-236 6-7: -866 2 -6: 1111 5 :-495 4.00 3-4: 0 7-1 :-866 3-6 :-J.55 4-5 :-287 3- 5'-261 LOADING COND. # 2, PROVIDE FOR 507, LBS UPLIFT AT JOINT 7 LOADING COND. # 2, PROVIDE FOR 527, LBS UPLIFT AT JOINT 5 PROVIDE FOR 57 LBS HORII. REACTION AT JOINT 7 11 -9 -12 1 2 -2 -1 6 -4 -5 2 -2 -1 4 -2 -4 2x4 7 3x4 2 -2 -1 6 -4 -5 2 -2 -1 4 -2 -4 6 2X4 1 10 -6 -10 4 -2 -5 1O -6 -10 4 -2 -5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMB L D TOP 1 -2 =0.770 TOP CHORD:2 *4 No.2ND TOP 30 15 BOTT 5 -6 =0.403 BOT CHORD :2 *4 No.2N BOTT 0 10 DEFL. @6 =0.01 < L/360 WEBS :2 *4 No.3 5 3x4 L. HL TO PE :11 -5 LEFT HEIGHT:@ -4 -1 SPAN:10-6 -10 RISE:4 -8-4 RIGHT HEIGHT 0-4 SPACING • 24.0 in. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 1- 2: 129 2- 3: 48 3- 4: 142 5- 6: 32 6- 7: 10 7- 1: 28 'I 0 2 1.00 1.00 UNIFORM (NONE) NORMAL 1- 2 : -66 2- 3 : -26 3- 4 :-73 4- 1 : PLATES MITEK )) PLATE MUST BEINSTALLED SYMMETRICALLY( EXCEPT )DESIGN NDS DE GN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CON ALT BLDG ARCHITECT OR ENGINEER. . = = = ««A.C.E.S Version'6.0 » »- •--- - - -• -[ 003675 ]_= Customer : BARRY Project #: 89061 Truss ID : J02 Span : 1 -10 Quantity : 4 FORCES - LOAD CASE #1 1-2 =-88 4 -1: 0 2-4: 0 2-3: 0 3-4 :-69 LOADING COND. # 2, PROVIDE FOR 414, LBS UPLIFT AT JOINT 1 LOADING COND. # 3 PROVIDE FOR 641 LBS UPLIFT AT JOINT 4 PROVIDE FOR 397 LBS HORIZ. REACTION AT JOINT 1 L. HL TO PR : -1 -0 LEFT HEIGHT:3 -0 -1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL 3 1.00 1.00 UNIFORM NORMAL PANEL(PLF) / JOINTS(LBS) 2- 3: 90 (NONE) 2- 3 = -46 (NONE) 2- 3 : -46 4- 1: 20 3- 4 :-82 3- 4: 82 • 0 1 -10 1 -10 3x4 REACTIONS - SIZE 1 =-588 4.00 4 :-361 4.00 1 -10 1 -10 4 3x4 SPAN:1 -10 RISE:4 -0 -14 MAX STRESSES TOP 2 -3 =0.120 BOTT 4 -1 =0.077 DEFL. @0 -0.00 < L/360 == = «« -DADS- TRUSS - » » = -- Tue Feb 08 17:32:52 1994 Family # : 201 Top Pitch : 7./12 RIGHT HEIGHT:4 -0 -14 MINIMUM GRADE OF LUMB TOP CHORD :2 *4 No.2ND BOT CHORD :2 *4 No.2N WEBS :2 *4 No.3 SPACING : 24.0 in. NO. OF MEMBERS = 1 PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD(( A GALVANIZED STT AS SHOWN) PLATE BE INSTALLED ON EACH FACE OF THISDESIGNISFORTRUSSFABRICATION ONLY. FOR� PERMANENT C AND Y TEMPORARY S BRACING (WHICH IS �ONSULT ENGINEER. __« « A.C.E.S Version . 6.0>>>> Customer : BARRY Project #: 89061 Span : 3 -10 1-2 :-178 2-3: 0 3-4 :-159 FORCES - LOAD CASE #1 4-1: 0 2-4: 0 LOADING COND. # 2, PROVIDE FOR 192, LBS UPLIFT AT JOINT 1 LOADING COND. # 3, PROVIDE FOR 388, LBS UPLIFT AT JOINT 4 PROVIDE FOR 450 LBS HORII. REACTION AT JOINT 1 L. HL TO P1(: 4 -5 -4 LEFT HEIGHT:2 -6 -1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REPETITIVE STRESSES LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL 3 1.00 1.00 UNIFORM NORMAL Truss ID : J04 Quantity : 4 19 -3 • 3 -10 3 -10 3x4 1 8PAN:3 -10 RISE:4 -8 -14 MAX STRESSES TOP 2-3=0.433 BOTT 4 -1 =0.089 DEFL. @0 =0.00 < L/360 NOT USED PANEL(PLF) / JOINTS(LBS) 2- 3: 90 4- 1: 20 (NONE) 2- 3 :-46 3- 4 : -82 (NONE) 2- 3 :-46 3- 4: 82 C 003674 J_ - -- REACTIONS - SIIE 1 :-244 4.00 4 :-195 4.00 3 -10 3 -10 3x4 4 3x4 = = = «« -DAD E- TRUSS - »» = = _ Tue Feb 08 17:32:33 1994 Fami1x # : 201 Top Pitch : 7./12 SPACING : 24.0 in. NO. OF MEMBERS = 1 HIGHT HEIGHT:4 -8 -14 MINIMUM GRADE OF LUMBE TOP CHORD:2 *4 No.2ND BOT CHORD:2 *4 No.2ND WEBS :2 *4 No.3 1 PLATES MITEK PLATE MUST BEINSTA JOINT, SYMMETRICALLY( EXCEPT )DESIGN CONFORMS H NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAY 'EAD)CONSULT BLDG ARCHITECT OR ENGINEER. • - : : « «A.C.E.S Version 6.0 »» [ 003673 ] : : :: ' Customer : BARRY Project #: 89061 Truss ID : J06 Span : 5 -10 Quantity : 4 FORCES - LOAD CASE #1 1-2 :-268 4-1: 0 2-4: 0 2-3: 0 3-4: -249 ,. LOADING COND. # 2, PROVIDE FOR 175 LBS UPLIFT AT JOINT 1 LOADING COND. # 2, 3, PROVIDE FOR 61, 340, LBS UPLIFT AT JOINT 4 PROVIDE FOR 504 LBS HORII. REACTION AT JOINT 1 !9 -2 5 -10 5 -10 L. HL TO PH :6 -9 -1 LEFT HEIGHT:1 -4 -1 LOADING (PSF) TOP L D BOTT 30 10 REPETITIVE STRESSES 3x4 NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 3: 90 2 1.00 1.00 UNIFORM (NONE) NORMAL 2- 3 :-46 3 1.00 1.00 UNIFORM (NONE) NORMAL 2- 3 :-46 SPAN:5 -10 BISE:4 -8-14 MAX STRESSES TOP 2 -3 =0.791 BOTT 4 -1 :0.178 DEFL. @0 :0.00 < L/360 PANEL(PLF) / JOINTS(LBS) 4- 1: 20 3- 4 :-82 3- 4: 82 REACTIONS - SIZE 1 :-323 4.00 4 :-305 4.00 5 -11 5 -10 - :: «« -DADE- TRUSS - » » : :: Tue Feb 08 17:32:14 1994 Family # : 201 Top Pitch : 7./12 2x4 4 3x4 1 FIGHT HEIGHT:4 -8-14 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.1D 19 BOT CHORD :2 *4 No.2ND WEBS :2 *4 No.3 1 SPACING : 24.0 in. NO. OF MEMBERS M 1 WEB: 3 -4 TO BE 2 *4 No.2ND 19 SP PLATES MITEK PLATE MUST BEINSTA M20-258,216 INSTALLED MANUFACTURED NEACHFACEOFJOINT GALVANIZED JOINT, SYMMETRICALLY (EXCEPTASSHOWN)DESI C GNCONFO S WITH NDS DESIGN SPECS, SSBC TPI -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS At AYS READ)CONSULT BLDG ARCHITECT OR ENGINEER. . === ««A.C.E.S Version 6.0 »» Customer : BARRY Project #: 89061 Span : 1 -0 FORCES - LOAD CASE #1 1 -2: 0 3-1: 0 2 -3 :-31 LOADING COND. # 2, PROVIDE FOR 42, LBS UPLIFT AT JOINT '3 PROVIDE FOR 24 LBS HORIZ. REACTION AT JOINT 1 1 -3 -g L. HL TO PH :1 -1 -i4 LEFT HEIGHT:0-4 -5 LOADING (PSF) L D BOTT 3 0 10 REPETITIVE STRESSES LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL NOT USED SPAN:1 -H MAX STRESSES TOP 1 -2 =0.015 BOTT 3 -1 =0.008 DEFL. < L/360 PANEL(PLF) / JOINTS(LBS) 1- 2: 90 3- 1: 20 (NONE) 1- 2 : -46 3- 1 :-48 [ 003672 ]__ Truss ID : J01 Quantity : 14 REACTIONS - SIZE 1:-179 4.00 3 :-38 4.00 1 -0 1 -0 1 -0 1 -0 _= = « « -DADE- TRUSS - » » = =- Tue Feb 08 17:31:57 1994 Family # : 201 Top Pitch : 7./12 RISE:0-11 -5 RIGHT HEIGHT:0 -11 -5 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2ND 19 BOT CHORD:2 *4 No.2ND WEBS :2 *4 No.3 1 SPACING : 24.0 in. NO. OF MEMBERS. = 1 EB PLATES ARE PLATE MUST BE MANUFACTURED FROM ASTM A 446 JOINT, GALVANIZED H CONFORMS WIT iS DESIGN SPECS, SSBC TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS R - ()CONSULT BLDG ARCHITECT OR ENGINEER. -_« « A.C.E.S Vet`sion'6.0 » » [ 003671 j = -= Customer : BARRY Project #: 89061 Truss ID : JO3 Span : 3 -0 Quantity : 14 REACTIONS - SIZE 5: -649 4.00 4: 194 4.00 LOADING COND. # 1, 2, PROVIDE FOR 194, 162, LBS UPLIFT AT JOINT 4 PROVIDE FOR 78 LBS HORIZ. REACTION AT JOINT 5 L. HL TO PR :3 -5 -11 LEFT HEIGHT:0 -4 -5 LOADING L (PSF) TOP T' T 3 0 10 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL SPAN : 3 -H PANEL(PLF) / JOINJS(LBS) 1- 3: 90 4- 1: 20 (NONE) 1- 3 : -46 5- 1 :-48 1 -6 -8 • 1 -6 -8 1 -6 -8 1 -6 -8 MAX STRESSES TOP 1 -2 =0.514 BOTT 4 -5 =0.522 DEFL. @5 =0.03 < L/36O 3 -0 1 -5 -8 3 -0 1 -5 -8 = = = « «- DAD E- TRUSS - »» = = = Tue Feb 08 17:31:39 1994 Family #F : 201 Top Pitch : 7./12 RISE: -1 -5 RIGHT HEIGHT: -1 -5 MINIMUM GRADE OF LUMBER TOP CHORD :2 *4 No.2ND 19 BOT CHORD :2 *4 No.2ND 19 WEBS :2 *4 No.3 19 SPACING : 24.0 in. NO. OF MEMBERS = 1 PLATES ARE PLATE MUST BE INSTALLED B 1 MANUFACTURED GALVANIZED ONEACHFACEOFJOINT, SYMMETRICALLY( EXCEPTASSHOWN )DESIG C SHOWN NCONFORMS WIT . 'DS DESIGN SPECS, SSBC,NDS -91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS ' AD)CONSULT BLDG ARCHITECT OR ENGINEER. • - - =« « A.C.E.S Version 6.0»»--------[ 003670 ]- - -: Customer : BARRY Project 1#: 89061 Truss ID : J05 Span : 5 -0 Quantity : 14 L. HL TO PH :5-9-7 5 -3 -7 LEFT HEIGHT:0 -4 -5 LOADING (PSF) L D BOTT 3 0 10 REACTIONS - SIZE 5: -599 4.00 4 :-77 4.00 • LOADING COND. U 2, PROVIDE FOR 166, LBS UPLIFT AT JOINT 4 PROVIDE FOR 132 LBS HORIZ. REACTION AT JOINT 5 ! I-3-7 I 1 - - 1 -6 -8 REPETITIVE STRESSES NOT USED SPAN : 5 -0 1 -6 -0 1 -6 -8 • 3x4 5 3X4 MAX STRESSES TOP 1 -2= -0.608 BOTT 5 -1 =0.454 DEFL. @5 -0.05 < L/360 5 -i 3 -5 -8 5 -0 3 -5 -8 -== « « -DADE- TRUSS- »» =M Tue Feb 08 17:31:20 1994 Top 1 Pitch : 7./12 and 4 RISE:3 -3 -5 RIGHT HEIGHT:3 -3 -5 MINIMUM GRADE OF LUMBER TOP CHORD:2 *4 No.2ND 19 BOT CHORD :2 *4 No.2ND 19 WEBS :2 *4 No.3 19 SPACING : 24.0 in. o. NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOIKTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 1- 3: 90 4- 1: 20 2 1.00 1.00 UNIFORM (NONE) NORMAL 1- 3 :-46 5- 1 : -48 PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITHH ND � SIGN S , SSBC,NDS-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RE!' ONSULT BLDG ARCHITECT OR ENGINEER. . = =« « A.C.E.S Version 6,0>>» [ 003669 ] : :- Customer : BARRY Project #: 89061 Truss ID : JO7A Span : 7 -0 Quantity : 2 LOADING COND. # 2, PROVIDE FOR 217, LBS UPLIFT AT JOINT 5 LOADING COND. # 2, PROVIDE FOR 172, LBS UPLIFT AT JOINT 4 PROVIDE FOR 185 LBS HORI1. REACTION AT JOINT 5 1 -6 -8 1 -6 -0 L. HL TO PH : 8 -1 -4 LEFT HEIGHT:0-4 -5 LOADING L (PSF) TOP 15 BOTT 30 10 REACTIONS - SIZE 5 :-486 4.00 4 :-268 4.00 1 -6 -8 1 -6 -8 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL 3x4 SPAN:7 -8 RISE:4 -5 -5 MAX STRESSES TOP 2 -3 =0.718 BOTT 5 -1 :0.377 DEFL. @5 :0.05 < L/360 PANEL(PLF) / JOINTS(LBS) 1- 3: 90 4- 1: 20 (NONE) 1- 3 :-46 5- 1 :-48 7 -0 5 -5 -8 7 -0 5 -5 -8 PLATES MITEK PLATE MUST BEINSTALLED SYMMETRICALLY( EXCEPT )DESIGN CONFORMS H WITH THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RE - := « « -DADE- TRUSS- »> > : :: Tue Feb 08 17 :31:00 1994 Family # : 201 Top Pitch : 7./12 MINIMUM GRADE OF LUMBE TOP CHORD :2 *4 No.2ND BOT CHORD :2 *4 No.2N WEBS :2 *4 No.3 SPACING : 24.0 in, NO. OF MEMBERS RIGHT HEIGHT:4 -5 -5 ,00* DESIGN SPECS, SSBC,NDS -91 CONSULT BLDG ARCHITECT OR ENGINEER. . - - =« « A.C.E.S Version 6.0>>» [ 003668 J==== Customer : BARRY Project #: 89061 Truss ID : J07 Span : 7 -0 Quantity : 12 LOADING COND. # 2, PROVIDE FOR 35, LBS UPLIFT AT JOINT 5 LOADING COND. # 2, PROVIDE FOR 213, LBS UPLIFT AT JOINT 4 PROVIDE FOR 185 LBS HORIZ. REACTION AT JOINT 5 11 -3 -7 1-6-8 { 1 -6 -8 L. HL TO PH : H -1 -4 LEFT HEIGHT :0 -4 -5 LOADING (PSF) TOP 30 15 BOTT 0 10 REACTIONS - SIIE 5 :-669 4.00 4 :-227 4.00 3 x4 1 -6 -8 1 -6 -8 SPAN :7 -0 Min 5 3x4 MAX STRESSES TOP 1 -2 -0.815 BOTT 5 -1 =0.717 DEFL. @5 =0.10 < L /360 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 1- 3: 90 4- 1: 20 2 1.00 1.00 UNIFORM (NONE) NORMAL 1- 3 :-46 5- 1 :-48 7 -0 5 -5 -8 PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD (( AS A GALVANIZED STEEL(EXCEPT AS SHOWN THIS PLATE BE INSTALLED SDESIGNISFO A FOR TRUSS ON SSFAB JOINT, SYMMETRICALLY(EXCEPT FABRICATION ONLY. FORPERMANENTANDTEMPORARYBRACING (WHICH CONFORMS _-- « « -DADE- TRUSS - >»)=== Tue Feb 08 17:30:39 1994 Family # : 201 Top Pitch : 7./12 7 -0 5 -5 -8 RISE :4 -5 -5 RIGHT HEIGHT :4 -5 -5 MINIMUM GRADE OF LUMBER TOP CH0RD:2 *4 No.2ND 19 BOT CH0RD:2 *4 No.2ND WEBS :2 *4 No.3 1 SPACING : 24.0 in. NO. OF MEMBERS = 1 NOS DESIGN SPECS SSBC NDS -91 REQD)CONSULT BLDG ARCHITECT OR ENGINEER. - = == ««A.C. E. S Version 6.0 »» [ 003667 ]===:- Customer : BARRY Project #: 59061 Truss ID : T018 Span : 7 -6 -2 Quantity : 2 FORCES - LOAD CASE #1 1-2: 380 4-5 :-328 2-5 :-707 2-3: 0 5-1 :-327 2-4: 375 3-4 :-172 LOADING COND. # 2, 3, PROVIDE FOR 664 241, LBS UPLIFT AT JOINT 5 LOADING COND. # 3, PROVIDE FOR 230, LBS UPLIFT AT JOINT 4 PROVIDE FOR 555 LBS HORIZ. REACTION AT JOINT 5 PLATE OFFSETS (X :LEFT,Y :TOP):[j2: 4,1.5], L. HL TO PH : H -S -5 LEFT HEIGHT:0 -4 -5 LOADING (PSF) TOP 30 15 BOTT 0 10 3 -6 -? 3 -6 -? 3-6-8 3 -6 -8 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL 3 1.00 1.00 UNIFORM NORMAL REACTIONS - SIZE 5: -780 4.00 4 :-155 4.00 PANEL(PLF) / JOINTS(LBS) 1- 3: 90 (NONE) 1- 3 :-46 (NONE) 1- 3 : -46 5 3x4 7-6-2 3 -11 -11 7-6-2 3 -11 -10 SPAN:7 -6 -2 RISE:4 -8 -14 MAX STRESSES TOP 1 -2 =0.434 BOTT 5-1 =0.284 DEFL. @0 =0.00 < L/360 4- 1: 20 3- 4 :-82 5- 1 : -48 3- 4: 82 4- 5: 10 5- 1 :-48 _== « « -DADE- TRUSS - » » = == Tue Feb 08 17:30:18 1994 Family # : 201 Top Pitch : 7./12 2x4 4 3x4 RIGHT HEIGHT:4 -8-14 MINIMUM GRADE OF LUMBER TOP CH0RD:2 *4 No »2ND 19 SP BOT CH0RD:2 *4 No.2ND 19 P WEBS :2 *4 No.3 19 SPACING : 24.0 in. NO. OF MEMBERS = 1 PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD(( A GALVANIZED STT AS SHOWN) TH E BE I ISDESIGNISF ORTRU O SSFABR JOINT, C Y FABRICATION ONLY.FOR PERMANENT AND AS MPORARYBRACING(WH IC' CONFORMS SREOD )CO NSULTBLD SPECS, T ARCHITECT ENGINEER. . -= « «A.C.E.S Version 6.0 » » =-.•-..- - -. =[ 003666 j = -.- Customer BARRY Project #: 89061 Truss ID : TO1A Span : 7 -6 -2 Quantity : 6 FORCES - LOAD CASE #1 1-2: 657 4-5 :-567 2-5: -979 2-3: 0 5-1 :-564 2-4: 647 3-4 :-172 L. HL TO PH:8 -8 -5 LEFT HEIGHT:0-4 -5 LOADING (PSF) TOP 15 BOTT 30 10 LOADING COND. # 2, PROVIDE FOR 391, L8S UPLIFT AT JOINT 5 LOADING PROVIDE COND. OR 555 LHS REACTION JOINTLSS UPLIFT AT JOINT 4 PLATE OFFSETS (X :LEFT,Y: TOP) :(j2: 4,1.5), 11 -2 -7 3-6-7 3-6-7 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 1- 3: 90 2 1.00 1.00 UNIFORM (NONE) NORMAL 1- 3 :-46 3 1.00 1.00 UNIFORM (NONE) NORMAL 1- 3 :-46 3 -6 -8 2 -6 -0 SPAN : 7 -6 -2 REPETITIVE STRESSES NOT USED - PANEL(PLF) / JOINTS(LBS) 4- 1: 20 3- 4 :-82 5- 1 :-48 3- 4: 82 4- 5: 10 REACTIONS - SIZE 5 :-1053 4.00 4 :-24 4.00 3x4 MAX STRESSES TOP 1 -2 =0.502 BOTT 5 -1 =0.226 DEFL. @0 =0.00 < L/36O RISE:4 -8 -14 RIGHT HEIGHT:4 -8 -14 5- 1 :-48 7 -6 -2 3-11-11 7 -6 -2 2 -11 -1f _ = = « «- DAD S-- TRUSS- >» > = _ = Tue Feb 08 17:29:58 1994 Family # : 201 Top Pitch : 7./12 2x4 3x4 MINIMUM GRADE OF LUM TOP CHORD:2 *4 No.2 BOT CHORD:2 *4 No. WEBS :2 *4 Na. SPACING : 24.0 in NO. OF MEMBERS = PLATES PLATE MUST MITEK SYMMETRICALLY (EXCEPT s WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS READ)CONSULT BLDG ARCHITECT OR ENGINEER. •___« « A.C.E.S Version 6 n»» Customer : BARRY Project ##: 89061 Truss ID : TO1 Span : 7 -6 -2 Quantity : 133 FORCES - LOAD CASE K1 1-2: 434 4-5: -370 2 -5 :-618 2-3: 0 5-1 :-370 2-4: 375 3-4 :-262 LOADING COND. # 2, PROVIDE FOR 177, LBS UPLIFT AT JOINT 5 LOADING COND. # 2, 3, PROVIDE FOR 94, 359 LBS UPLIFT AT JOINT 4 PROVIDE FOR 555 LBS HORIZ. REACTION AT JOINT 5 PLATE OFFSETS (X :LEFT,Y =TOP):[j2= 4,1.5], 11-3-7 1 1 - - 1 -6 -8 L. HL TO PHa8-8-5 LEFT HE IGHT a H -4 -5 LOADING (PSF L TOP 30 15 BOTT 0 10 3x4 REPETITIVE STRESSES LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2 1.00 1.00 UNIFORM NORMAL 3 1.00 1.00 UNIFORM NORMAL REACTIONS - SIZE 5 :-691 4.00 4: -260 4.00 1 -6 -8 1 -6 -8 3x4 SPAN :7 -6 -2 HISE:4 -8-14 MAX STRESSES TOP 1 -2 =0.870 BOTT 5 -1 =0.453 DEFL. @0 =0.00 < L/360 NOT USED - PANEL(PLF) / JOINTS(LBS) 1- 3: 90 (NONE) 1- 3 :-46 (NONE) 1- 3 :-46 4- 1: 20 3- 4 = -82 5- 1:-48 3- 4: 82 5- 1 :-48 [ 003665 ]___ 7 -6-2 5 -11 -10 7 -6 -2 5 -11 -10 -=«« -DADE- TRUSS- » »= = Tune Feb 08 :29:38 1994 Top Pitch : 7./12 2x4 3x4 HIGHT HEIGHT:4 -8 -14 MINIMUM GRADE OF LUMBE TOP CHORD:2 *4 No.2ND BOT CHORD :2 *4 No.2N WEBS :2 *4 No.3 SPACING : 24.0 in. NO. OF MEMBERS = 1 WEB: 3 -4 TO BE 2 *4 No.2ND 19 SP PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS PLATE MUST BE INSTALLED ON EACH FACE OF JOINT SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 COPIES JOB NO. DATE NO. DESCRIPTION • 5 --f.- 5 s e -- ES Ea. -- ... - _ ■ c v 11" DATE JOB NO. ATTENTION Fra...rl k 1...t.3 et r...1--, RE: 1?)err• c (°o r lttecj 1 f rt.i I l'ZI)el.9 LUDOVlCl, E1 STRUGTURA.t.. p6,gt4 Cmt xA MINE R- 329 Palermo Avenue CORAL • GABLES, FLORIDA' 33134 (305) 448 -1600 TO t horC v tI nc. 1=> cpl. WE ARE SENDING YOU >( Attached ❑ Under separate cover via • Shop drawings ❑ Prints ❑ Copy of letter - ❑ Change order THESE ARE TRANSMITTED as ❑ For approval For your use ❑ As requested ❑ For review and comment D FOR BIDS DUE 19 REMARKS r'rcrc5 soh L 0 Plans checked below: ❑ Approved as submitted D Approved as noted ❑ Returned for corrections COPY TO 40% Pre Consumer Content • 10% Post - Consumer Content the following items: ❑ Samples ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ ❑ PRINTS RETURNED AFTER LOAN TO US r a� or vt'&l S ��l e- t° Pry S S /CO r1 a.. et t CZ tM 424 vN 7 i" SIGNED: aL 0 enclosures are not as noted. kindly notify us at once: