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28365Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores, Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Barry University (FAA Building) Registered Architect and/or Engineer Spillis Candella & Partners, Inc. Name and address of licensed contractor Glen Const. Co. of South Florida, Inc. (321 Granello Ave. ,Coral Gables) Location and legal description of lot to be built on: Lot Street and Number where work is to be done State work to be done and purpose of building (by floors), state exterior colors (submit samples) Construct Building, Exterior Color: off white with red tile roof. • and for no other purpose. New Building X Block Subdivision Remodeling To be constructed of Concrete /CMU Distance to next nearest building Fifty (50) Feet STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) J ss MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT No. of Stories Two Roof covering Concrete Tile 2,496,000.00 Amount of Permit $ .47-1-48-reel 466 f 4 f \1bN Kind of foundation Estimated Total cost of improvements $ 2 Addition Repairs Spread footing Zone cubage required Plan Cubage K41) Date Size of Building Lot Date Date August 24 19 88 Na 11300 Street N . E . 2nd Avenue 45,000 S.F. Classroom Maximum live Load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to GLEN CONST COMPANY of SOUTH FLORIDA, INC. (321 Granello Avenue, Coral Gables, FL 33146) - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will . ost or cause . osted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned ploj +nly s ork '. be performed under this permit, as are licensed by Miami Shores Village. (Signed)1. 3 L.!1. d Remarks Certificate #: GC CO34948 Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared Michael A. Hubert and who, being by me first duly sworn, upon oath deposes and says that he is the President of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that facts therein by }Militated are true. NOTARY PUBLIC STATE OF FLORIDA MY CONRISSION EXP. OCT.27.1991 THRU GENERAL INS. UND. Notary Public. State of Florida Read, Sworn to and Subscribed before me. to me well known. Building Inspector My Commission Expires PLANNING BOARD DATE Chairman ' Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. N° 1971 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Florida, OCR 1 k (MI Owner, Agent or Tenant of Building QAY 01.1`\t r / Lot Block a � Subdivision `ry Street Address)) ' O0 \ 0 �� ' j ! . V. ki , etI LL-p, G Approved use by occupancy 561kooM alf DIt40 Remarks: A /lig 6 5 This Certificate of Occupmicy is issued to the above named 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 buil ' gs or structures. Wi BUILDING DIVISION Amount of Permit $ OD STATE OF FLORIDA, COUNTY OF DADE. I es. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT r APPLICATION FOR ELECTRICAL PERMIT Permit No gq % l L Date. / �j ` 9 Registered Architect and /or Engine Employing EI ®ripiaE'R# aae. Location and Legal Descnppttiior( Lot Block Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) je New Building Remodeling Addition I �� Application is hereby made for the approval of the detailed statement of the plane and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fivada, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. 0 Owner (� a Name and Address 94L �� " '� U .ley / r 74e/ No i ®ifj) 1\1. Street 4 � � 1ek No Street � ' ® ,�y � j Street K-`4 /4 I L ,e- iy'` Y �j,pr Repairs No. of Stories Service Overhead Size Feeders Conduit Main Sw Amps .Main Fuses Amps Underground Type of Installation -- Conduit Tubing..._ ... B.X.L .Metal Moulding (Signed) D `' 1.?? Electrical Inspector. The undersigned applicant -for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re•inapection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RtCE•P'T•s FIXTURES NO LAMPS REPRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP NEATER TOTAL CONTR. LIST CHECK ENT. SW. Disr, CAS. SERVICE TEMP. SERVICE PERM. MOTORS 04 HP MOTORS 141 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK Amount of Permit $ OD STATE OF FLORIDA, COUNTY OF DADE. I es. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT r APPLICATION FOR ELECTRICAL PERMIT Permit No gq % l L Date. / �j ` 9 Registered Architect and /or Engine Employing EI ®ripiaE'R# aae. Location and Legal Descnppttiior( Lot Block Street and Number where work is to be performed —No State work to be performed and purpose of building (By Floors) je New Building Remodeling Addition I �� Application is hereby made for the approval of the detailed statement of the plane and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fivada, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. 0 Owner (� a Name and Address 94L �� " '� U .ley / r 74e/ No i ®ifj) 1\1. Street 4 � � 1ek No Street � ' ® ,�y � j Street K-`4 /4 I L ,e- iy'` Y �j,pr Repairs No. of Stories Service Overhead Size Feeders Conduit Main Sw Amps .Main Fuses Amps Underground Type of Installation -- Conduit Tubing..._ ... B.X.L .Metal Moulding (Signed) D `' 1.?? Electrical Inspector. The undersigned applicant -for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when such re•inapection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Street and Number where work is to be performed —No Amount of Permit i4" STATE OF FLORIDA, } COUNTY OF DADE. appeared ss. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No ! Date. f .. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith Submitted for the building 01 other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address &[ P..y....U11!(LCI' f'iy No /13 Oct Stree .sets:!? (.P. !2... .y..:f.'s.......... Registered Architect and /or Engineer / J Em 4 lp ' Elyp�icia� a 1' ..( . � & t1.0.4 4/)L_ No S s i Street o f {r-�.... Ld Locaall - g 'and g al &a Lion of Block 5 tf ® Subdivision 11 6 -- Street _ State work to be performed and purpose of building (By Floors) ata.A.(telk, New Building Remodeling .Addition Repairs. No. of Stories. Serviee Overhead Size Feeders Conduit. Main Sw Amps .Main Fuses Amps Underground Type of Installation— Conduit Tubing......... B.X.L .Metal Moulding (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed ..by Miami Shores Village. (Signed) Before me undersigned authori , a notary public, duly authorized to administer oaths and take acknowledgments, personally t and that all facts to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the la'.rfa ......�f�: of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, therein by him stated are true. Notary Public, State of Florida at Large � My Commission ..E>SRir.s..Ma.y..4,..1991 V J" Bonded thru @rlecl�4eb�ptigpp$3fAtes NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. V - 0000 Notary Public, State of Florida Master Electrician. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE`P'T'S FIXTURES NO. LAMPS REFRIO. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER NEATER W. HEAT. CONN. SPACE NEATER STRIP HEAT P- e G �, TOTAL CONTR. LIST !/ J, � � CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTOR 1.5 HP NEON TRANS. RADIO . TOTAL CONTR. LIST CHECK Street and Number where work is to be performed —No Amount of Permit i4" STATE OF FLORIDA, } COUNTY OF DADE. appeared ss. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No ! Date. f .. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith Submitted for the building 01 other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address &[ P..y....U11!(LCI' f'iy No /13 Oct Stree .sets:!? (.P. !2... .y..:f.'s.......... Registered Architect and /or Engineer / J Em 4 lp ' Elyp�icia� a 1' ..( . � & t1.0.4 4/)L_ No S s i Street o f {r-�.... Ld Locaall - g 'and g al &a Lion of Block 5 tf ® Subdivision 11 6 -- Street _ State work to be performed and purpose of building (By Floors) ata.A.(telk, New Building Remodeling .Addition Repairs. No. of Stories. Serviee Overhead Size Feeders Conduit. Main Sw Amps .Main Fuses Amps Underground Type of Installation— Conduit Tubing......... B.X.L .Metal Moulding (Signed) Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed ..by Miami Shores Village. (Signed) Before me undersigned authori , a notary public, duly authorized to administer oaths and take acknowledgments, personally t and that all facts to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the la'.rfa ......�f�: of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, therein by him stated are true. Notary Public, State of Florida at Large � My Commission ..E>SRir.s..Ma.y..4,..1991 V J" Bonded thru @rlecl�4eb�ptigpp$3fAtes NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. V - 0000 Notary Public, State of Florida Master Electrician. ELECTRICAL INSPECTION DEPARTMENT � j APPLICATION FOR ELECTRICAL PERMIT Permit No ! l � Date .. 74 (01 ... 1 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building (it other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. �• r y ��R 4 J4DlN Owners Name and Address.... fG ./ vL / deRag.. W 641 No Street Registered Architect and /or Engineer /1 Em 1 l i n g 6 9 % e 1yjaA b me../G4.1 rS 4LOC•i9'2 /CC No 2 v 7.1. .. .Ath .I.3. .Street IQJs4..-4"410 33Osry non and Legal Description Lot.. ° F 10 4: 11 1 a 0 Block '�+�� Q. a Subdivision .4�e. Street and Number where work is to be performed —No /11 ' . Ai! x lKe. ��I.� Street State work to be performed and purpose of building (By Floors) rerfri P g.tt, 7 IS + New Building Remodeling Addition Repairs No. of Stories Service Overhead Size Feeders Conduit Main Sw Amps .Main Fuses Amps Underground Type of Installation -- Conduit Tubing... ... B.X.L .Metal Moulding Amount of Permit $ STATE OF FLORIDA, COUNTY OF DADE. I "°' MIAMI SHORES VILLAGE (Signed).. Via , �y ?ft Electrical Inspector. The undersigned applicant -for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, oA work to be performed under this permit, as are licensed by Miami Shores Village. (Signed 1%I/03 Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that be is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re•inspection fee of 81.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS` LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO LAMPS Remo. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE FERN. MOTORS 0.1 HP MOTORS 1•S HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK , ELECTRICAL INSPECTION DEPARTMENT � j APPLICATION FOR ELECTRICAL PERMIT Permit No ! l � Date .. 74 (01 ... 1 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building (it other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. �• r y ��R 4 J4DlN Owners Name and Address.... fG ./ vL / deRag.. W 641 No Street Registered Architect and /or Engineer /1 Em 1 l i n g 6 9 % e 1yjaA b me../G4.1 rS 4LOC•i9'2 /CC No 2 v 7.1. .. .Ath .I.3. .Street IQJs4..-4"410 33Osry non and Legal Description Lot.. ° F 10 4: 11 1 a 0 Block '�+�� Q. a Subdivision .4�e. Street and Number where work is to be performed —No /11 ' . Ai! x lKe. ��I.� Street State work to be performed and purpose of building (By Floors) rerfri P g.tt, 7 IS + New Building Remodeling Addition Repairs No. of Stories Service Overhead Size Feeders Conduit Main Sw Amps .Main Fuses Amps Underground Type of Installation -- Conduit Tubing... ... B.X.L .Metal Moulding Amount of Permit $ STATE OF FLORIDA, COUNTY OF DADE. I "°' MIAMI SHORES VILLAGE (Signed).. Via , �y ?ft Electrical Inspector. The undersigned applicant -for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, oA work to be performed under this permit, as are licensed by Miami Shores Village. (Signed 1%I/03 Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that be is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re•inspection fee of 81.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Permit No MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address t r' 1 cJ N: V/ • A No 1 13°° E Stmt.. h P Registered Architect and /or Engineer F, mployloi Plumber's Name PLvp Nt ..�.o... itret Lt. , i�.fc u -•- mom+, • •- Location and Legal Description Lot. 5 Lid : t c f /Li5 %y PS 3 91 111cA Street and Number where work is to be performed —No I 1 3 u U N C 2" a v-g Street ...._._ ..- - -.._. . State work to be performed and purpose of building (By Fktore)_....Q 4.1a 1 b_14._.. ._ _. _....._.._.._._..._............ _ ...._............M. . New Building ._ _ -- •-- ........._._ Remodeling___— . -- ___ Addition...___ ......... Repairs No. of Stories. Sire Septic Tsalr Feet of Drain Tile Nature of Water Supply: City —Weil. 1 Amount of Permit $ t tc Type of T■nir Met. Feet of Tank at Drain Field from Well. Size of Soakage Pit. (Si .Capacity Cals..._.__...__ I79 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and hag com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the woe to lye performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as err required by the Act. The undersigned agrees to employ only such sub - contractors, on to be performed under thh permit, as are licensed by Miami Shores Village. Plumbing Inspector. 61. — - — - - Muter Plumber. STATE OF FLORIDA, l u. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath depose. and says that he is the of the above described construction, that be has carefully read the foregoing application, and that be did sign the same, and that all fees therein by him stated are true. My Commission Expires Notary Public, Sate of Florida NOTE: A re- inspection fee of $1.00 will be made wins malt swiupaotlss it nadir arossazy by improper notion for faspecdon, er faulty materials and /or wodo:vvuWp. CLOSRa BAYH TUBS SHOWERS LAVA. TTomas e aINKi SLOT SINKS LAUNDRY Tue. URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'S, TOTAL FIRTURES CONTR• LIST I c( 2, 2 2 / 7 '`/ CHICK SEPTIC TANK SEWER CONK. DRAIN FIELD SOAKASE PIT o TRAP SOLAR HEATER Daze WILL aPRKLR. SYSTEM $WIN'S POOL CONTR. LIST CHECK C1 Permit No MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address t r' 1 cJ N: V/ • A No 1 13°° E Stmt.. h P Registered Architect and /or Engineer F, mployloi Plumber's Name PLvp Nt ..�.o... itret Lt. , i�.fc u -•- mom+, • •- Location and Legal Description Lot. 5 Lid : t c f /Li5 %y PS 3 91 111cA Street and Number where work is to be performed —No I 1 3 u U N C 2" a v-g Street ...._._ ..- - -.._. . State work to be performed and purpose of building (By Fktore)_....Q 4.1a 1 b_14._.. ._ _. _....._.._.._._..._............ _ ...._............M. . New Building ._ _ -- •-- ........._._ Remodeling___— . -- ___ Addition...___ ......... Repairs No. of Stories. Sire Septic Tsalr Feet of Drain Tile Nature of Water Supply: City —Weil. 1 Amount of Permit $ t tc Type of T■nir Met. Feet of Tank at Drain Field from Well. Size of Soakage Pit. (Si .Capacity Cals..._.__...__ I79 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and hag com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the woe to lye performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as err required by the Act. The undersigned agrees to employ only such sub - contractors, on to be performed under thh permit, as are licensed by Miami Shores Village. Plumbing Inspector. 61. — - — - - Muter Plumber. STATE OF FLORIDA, l u. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath depose. and says that he is the of the above described construction, that be has carefully read the foregoing application, and that be did sign the same, and that all fees therein by him stated are true. My Commission Expires Notary Public, Sate of Florida NOTE: A re- inspection fee of $1.00 will be made wins malt swiupaotlss it nadir arossazy by improper notion for faspecdon, er faulty materials and /or wodo:vvuWp. M-AMI: - r-PIDA -- Permit Number 2.e 5Q- Owner Name Address City MIAMI SHORES VILLAGE 10050 N. E. 2nd AVENUE MIAMI SHORES, FLORIDA 33138 I11 N.W. 1ST STREET, SUITD 1010 APPLICATION TO REVISE A PERMIT Job Address bgRA/ (1fuivfgST7y Ft n v,Lpix‘ Place an X in front of the permit revisions you wish to process. i< New Contractor No. (796 /Name ?Lvnh,rp-i Coa$iGtiti+', 4e- New Qualifier SS# /Name Plan Revision Permit Extension Renewal Supplemental Fee (must be for the same category of work as the original permit). Reinspection Fee (supplemental fee code A002). Contact Name Address City State Zip I understand that in signing this application I am responsible for the supervision and completion of the construction in accordance with the plans and specifications and for compliance with a1,1 Federal State and County Law applicable. State Zip 1� uL L PMC re of ' Q Print Name FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. • Miami Shores Building and Zoning Department 10050 N.E. Second Avenue Miami Shores, FL 33138 Gentlemen: Re: Property located at (address and legal description) Barry University - FAA Building N. Miami Avenue and 115th Street, Miami Shores, Florida 33161 As legal owner of subject property, I request the cancellation of permit number (in full) 2860- , issued to (name of contractor) Buenavista Plumbing (address) 484 S.E. 10th Ave . ,Hialeah FL 33013 on (date) for the following reason Termination of Subcontract with General Contractor Date of last inspection 3/7/89 I hereby apply as owner- builder, or authorize (new contractor) Plumbing Contractors, Inc. to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Dade County, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, OWNER (Signature) (Signature) (Print Name) (Print Name) STATE OF FLORIDA) COUNTY OF DADE ) SS: The person whose signature appears above, deposes that he /she is the legal owner of the above property. SWORN TO AND SUBSCRIBED before me this My Commission Expires: ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEPARTMENT USE ONLY Date Issued (Original): Last Valid Inspection: Refund Due: New Permit: Date: Fee: 110 Date: 3 -16 -89 GLEN CONST CO of SOUTH FLORIDA, INC. PRIME CONTRACTOR (only if Sub - Cont :ct• hold pe 't) Michael A. Hubert, President day of ` 1 rri•• ,19 rioil'r'Y PULLTC STATE Ci Roma nY .';rr+riri•Sr.o . f. OCT.27.t.'431 4C°7 CEVa21`. INS. U'u, Nota Stat of Florida at Large Miami Shore Building and Zoning Department 10050 N.E. Second Avenue Miami Shores, FL 33138 Re: Property located at (address and legal description) Barry University — FAA Building N. Miami Avenue and 115th Street, Miami Shores, Florida 33161 Gentlemen: As legal owner of subject property, I request the cancellation of permit number (in full) 2066 , issued to (name of contractor) Buenavista Plumbing (address) 484 S.E. 10th Ave. ,Hialeah FL 33013 on (date) for the following reason Termination of Subcontract with General Contractor Date of last inspection 3/7/89 I hereby apply as owner - builder, or authorize (new contractor) Plumbing Contractors, Inc. to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Dade County, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, BARRY UNIVERSITY OWNER Timothy H. Czerniec, Vice President Business Affairs (Print Name) STATE OF FLORIDA) COUNTY OF DADE ) SS: The person whose signature appears above, deposes that he /she is the legal owner of the above property. SWORN TO AND SUBSCRIBED before me this My Commission Expires: NOTARY PUBLIC STATE OF FLORIDA NY COMMISSION EXP SEPT 28,1991 BONOED THRU GENERAL INS. UND. *************************** * * * * * * * * * * * * ** * * * * * * * ** ** * * * * ** *fir * * * * * * * * * * * * * *** DEPARTMENT USE ONLY Date Issued (Original): Last Valid Inspection: Refund Due: New Permit: Date: F / Date: 3 -16 -89 day of - Praha- - ,19 of Flora 4 at Large ......,■•••■ CLOSETS BATH Tuns SHOWERS LAVA- TORIES .18148 SLOP SINKS LAUNDRY Tuns ,........ •••^....... CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS TOTAL FIXTURES CONTR. LIST i 9 2. I. 2- / 7 1 CHECK ..... SEPTIC TANK SEWER Cetus. DRAIN FIELD SOAKAGE PeT GREASE TRAP SOLAR HEATER DEEP WELL •PRKLR. SYSTEM S W M G POOL COMM LIST Comex Permit No. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordlnancea of Miami Shores Village and all rules and regulations of the Building Division of. Miami Shores Village shall be complied with, whether herein specified or not A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address 12 ' r iky uNisv. g7-ri No I 1 3° ° Street_ t 11 P Alo Registered Architect and/or Engineer Employin g Plumber's Name P Location and Legal Description Lot-.35-14.1 � g ci t=5 eltka Subdivision. R • ° Street and Number where work is to be performed—No. I 1 3 0 0 m 6 v-12 Street. State work to be performed and purpose of building (By F)oors)_.2...4.k.t.1-b.1 No. of Stories New Building— Remodeling Addition Repairs . .... Size Septic TPA Feet of Drain Tile— Nature of Water Supply: City—Well. Amount of Permit $ 1 1 1 0 e t 00 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tinir __Capacity Gek._______ nit. Feet of Tank or Drain Field from Well Size of Soakage (Signed) W A ( ' SL Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Pennanent Supplement, and hat com- plied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the wort- to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by tlie Act. The undersigned agrees to employ only such sub-contractors, on to be performed under this permit, as are licensed by Miami Shores Village. ' Co- Master Plumber. STATE OF FLORIDA, I u. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly worn, upon oath deposes and says that he is the_ - - . _ of the above described construction, that he has carefully foregoing y read the regoing application, and that be -- _ did sign the same, ill facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of 0.00 will be made when mak selaspeotios is medensoamery by haproper notice for impaction, or faulty materials and/ar workmanship. MIAMI SHORES VILLAGE 10050 N. E. 2nd AVENUE MIAMI SHORES, FLORIDA 33138 APPLICATION TO REVISE A PERMIT Permit Number Q.ej J Q.- Job Address g p R ALi vE S#n Fan Bo,L.v, ' Place an X in front of the permit revisions you wish to process. New Contractor No. 096 /Name pLvs.jh, wf i r, 4 - Contact Name Address City State Zip New Qualifier SS# Name Plan Revision Permit Extension Renewal Supplemental Fee (must be for the same category of work as the original permit). Reinspection Fee (supplemental fee code A002). Owner Name Address City State Zip I understand that in signing this application I am responsible for the supervision and completion of the construction in accordance with the plans and specifications and for compliance with Federal State and County Law applicable. Sig at CeLf i�u L7n�t re of ` Q alifier or Owner Builder Print Name FAILURE TO COMPLY WITH THE MECHANIC'S LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. Miami Shores Building and Zoning 10050 N.E. Second Avenue Miami Shores, FL 33138 Gentlemen: Re: Property located at (address and legal description) Barry University - FAA Building N. Miami Avenue and 115th Street, Miami Shores, Florida 33161 As legal owner of number (in full) Buenavista Plumbing on (date) Termination of Subcontract with General Contractor Date of last inspection 3/7/89 I hereby apply as owner - builder, or authorize (new contractor) Plumbing Contractors, Inc. to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Dade County, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, OWNER (Signature) (Print Name) STATE OF FLORIDA) COUNTY OF DADE ) SS: Department My Commission Expires: Date Issued (Original): Last Valid Inspection: Refund Due: New Permit: Date: Fee: HOLD HARMLESS subject property, I request the cancellation of permit , issued to (name of contractor) (address) 484 S.E. 10th Ave. ;Hialeah FL 33013 for the following reason The person whose signature appears above, deposes that he /she is the legal owner of the above property. SWORN TO AND SUBSCRIBED before me this Date: 3 -16 -89 GLEN CONST CO of SOUTH FLORIDA, INC. PRIME CONTRACTOR (only if Sub - Cont ctgr hold -pe 't) Signature) Michael A. Hubert, President (Print Name) day of ,19 WRY PUOLTC.STATE OF•FLORIDA PTY COMPISSIOt9 EXPp'OCT.27,19R3 ;ANN: TURD GENaRAL IVS. UnD. c Notary Public, Stat& of Florida at Large ******,************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEPARTMENT USE ONLY Miami Shores Building and Zoning Department 10050 N.E. Second Avenue Miami Shores, FL 33138 Gentlemen: Re: Property located at (address and legal description) Barry University — FAA Building N. Miami Avenue and 115th Street, Miami Shores, Florida 33161 As legal owner of number (in full) Buenavista Plumbing on (date) Termination of Subcontract with General Contractor Date of last inspection 3/7/89 I hereby apply as owner- builder, or authorize (new contractor) Plumbing Contractors, Inc. to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Dade County, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. Very truly yours, BARRY UNIVERSITY OWNER Timothy H. Czerniec, Vice President Business Affairs (Print Name) STATE OF FLORIDA) COUNTY OF DADE ) SS: The person whose signature appears above, deposes that he /she is the legal owner of the above property. SWORN TO AND SUBSCRIBED before me this My Commission Expires: Date Issued (Original): Last Valid Inspection: Refund Due: New Permit: Date: Fee: subject property, I request the cancellation of permit 1 2,$‘ , issued to (name of contractor) (address) 484 S.E. 10th Ave. ,Hialeah FL 33013 for the following reason Date: 3 -16 -89 day of "Ireiz J- 1 19 87 Notary Public; Statd of Flora at Large NOTARY PUBLIC STATE OF FLORIDA NY CONNISSION EXP SEPT 28,1991 BONDED THRU GENERAL INS. UND. ****************** ****** *ir*** *# ati*it# ***ir**ir ******#at*tk *tkdriAr**** *stir *** ** *ir #ir**** DEPARTMENT USE ONLY 1 7 / xJ Perrnit No Amount of Permit $ 411 9 6)O My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Remodeling Addition Repairs. ( Signed ) l oz7 - 0 /© Date_ g —Way Application is hereby made for the approval of the detailed statement of the plena and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. nor approved p and ice be at building during progress of work. , / e Fw J` g co t& f // " , /� O Name and Address . OM WAS" I �V VY T r / No //3 ©O L) e Street '/ Registered Architect and /or Enginee 9 I g Plum aft; 's N e �v!� / Na ! o / tr � `! t3 ! ® a n titian Lo$W 4/ � I� 'lf 4655 niod r— -- Subdivlsion_�_ ,_° ® Street and Number where work is to be performed —No / (? t' � d ' 42 ` tr od and of (By Floors)-24{.4 0 � L _f�.� 0- /'v State work to be performed purpose 6 � Y New Building V Size Septic Tan Type of Tank _Capacity Feet of Drain Tile nisi. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Wells Size of Soakage Pit, Ai The undersigned applicant for this building permit does hereby certify that gig.ir . ids and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled . era. Laws of Florida Permanent Supplement, and hat com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on ; to be performed under this permit, as are licensed by Miami Shores Village. No. of Stories .... Plumbing Inspector. / a J r'' - Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is - -... __..__ ..._... .. -_.. of the above described construction, that he has carefully read the foregoing, application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 win be made whoa pooh aNaspeodoe to mode'neoesaary by Improper notice for Inspection, or faulty materials and /or workmanship. CLOAirA BATH T SHOWLRA LAVA. Tema. i1NKA SLOP SINKS LAUNDRY T U CATCH 9AA,N FLOOR DRAIN DRINKING FOU as TOTAL Futon', CONTR. WIT ( � gg � CZ /t / �, /4 /- �. / I4 / % 42 ® ` P Sir ce CHICK /cdl Same TANK amen CONN. DRAIN PIt4O SOAKAGL PIT DRtA$E TRAP SOLAR HLATtU DEEP WELL SPRKLR. STATEN SY.IW•O P001. Corms. LIST CHECK 1 7 / xJ Perrnit No Amount of Permit $ 411 9 6)O My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Remodeling Addition Repairs. ( Signed ) l oz7 - 0 /© Date_ g —Way Application is hereby made for the approval of the detailed statement of the plena and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. nor approved p and ice be at building during progress of work. , / e Fw J` g co t& f // " , /� O Name and Address . OM WAS" I �V VY T r / No //3 ©O L) e Street '/ Registered Architect and /or Enginee 9 I g Plum aft; 's N e �v!� / Na ! o / tr � `! t3 ! ® a n titian Lo$W 4/ � I� 'lf 4655 niod r— -- Subdivlsion_�_ ,_° ® Street and Number where work is to be performed —No / (? t' � d ' 42 ` tr od and of (By Floors)-24{.4 0 � L _f�.� 0- /'v State work to be performed purpose 6 � Y New Building V Size Septic Tan Type of Tank _Capacity Feet of Drain Tile nisi. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Wells Size of Soakage Pit, Ai The undersigned applicant for this building permit does hereby certify that gig.ir . ids and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled . era. Laws of Florida Permanent Supplement, and hat com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on ; to be performed under this permit, as are licensed by Miami Shores Village. No. of Stories .... Plumbing Inspector. / a J r'' - Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is - -... __..__ ..._... .. -_.. of the above described construction, that he has carefully read the foregoing, application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 win be made whoa pooh aNaspeodoe to mode'neoesaary by Improper notice for Inspection, or faulty materials and /or workmanship. r v MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. ..._. 90 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of, Miami Shores Village shall be complied with, whether heroin specified or not. A Dopy of approved plans and �,� specifications must be kept at building during progress of work. /450 0 G22 Owners Name and Address #24 C d J /f L // No. -- Street_ /d2 /® %J Registered Architect and /or E `'°ea ,x? / 4 4- ,as 61 ,i9.e,l4 Fmp1 g Plumb' o s am i a _ G =' ✓ 7 � 'e -."4.- ,, Na itrget-.�..e.., ... . ......,..,, . _ I l j f n l � $tion Lo+' ®`u`"' elf o Stoolr _ Subdividon3. f M Street and Number where work is to be performed —No Street.. _.._. � ,�c State work to be perforated " 0/2 e8 and purpose of building (By Floors) ..� /7,P Pg.t' . -��'_ fT . -- .....� . New Building - Remodeling Addition Repair . No. of Stories... ...... Sire Septic Teel, Type of Tank Feet of Drain Tile t? 1st. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Amount of Permit $ 9 9 e Capacity f /d Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Worlanen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has cam - plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to he performed under this permit; and will post or cause to be posted' for inspet lion on- the site of the work such public notice or notices as an^ required by the Act. The undersigned agrees to employ only such sub-o ntractors„ on - work to be performed under this permit, as are licensed by Miami Shores Village Master Plumber. STATE OF FLORIDA, t se. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is he did sign the t» and that all facts of the above described construction, that be has carefully read the foregoing application, therein by him stated are true. My Commission Expires - Notary Public, State of Florida NOTE: A re- inspection fee of $LOO will be made when mob rrispeodon is mede by improper notice for isaspeedan, or faulty materials and /or worimsaaship. CLOSET* DAM TYSS LAVA. LAVA ironic. SINK* SLOP SINKa LAUNDRY TYSS URINALS CATCH Damp,' FLOOR DRAIN DRINK INO FOUNT' NS TOTAL FIXTURE* CoNTR. LIST CHECK a SEPTIC TANK SEWER CONN. DRAIN F SELO SOAKAGE PIT GREASE TRAP SOLAR N EATER DRIP WELL SPRKLR. SYSTEM SW IM'O POOL CONTR. LIST CHECK MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No. ..._. 90 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of, Miami Shores Village shall be complied with, whether heroin specified or not. A Dopy of approved plans and �,� specifications must be kept at building during progress of work. /450 0 G22 Owners Name and Address #24 C d J /f L // No. -- Street_ /d2 /® %J Registered Architect and /or E `'°ea ,x? / 4 4- ,as 61 ,i9.e,l4 Fmp1 g Plumb' o s am i a _ G =' ✓ 7 � 'e -."4.- ,, Na itrget-.�..e.., ... . ......,..,, . _ I l j f n l � $tion Lo+' ®`u`"' elf o Stoolr _ Subdividon3. f M Street and Number where work is to be performed —No Street.. _.._. � ,�c State work to be perforated " 0/2 e8 and purpose of building (By Floors) ..� /7,P Pg.t' . -��'_ fT . -- .....� . New Building - Remodeling Addition Repair . No. of Stories... ...... Sire Septic Teel, Type of Tank Feet of Drain Tile t? 1st. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Amount of Permit $ 9 9 e Capacity f /d Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Worlanen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has cam - plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to he performed under this permit; and will post or cause to be posted' for inspet lion on- the site of the work such public notice or notices as an^ required by the Act. The undersigned agrees to employ only such sub-o ntractors„ on - work to be performed under this permit, as are licensed by Miami Shores Village Master Plumber. STATE OF FLORIDA, t se. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is he did sign the t» and that all facts of the above described construction, that be has carefully read the foregoing application, therein by him stated are true. My Commission Expires - Notary Public, State of Florida NOTE: A re- inspection fee of $LOO will be made when mob rrispeodon is mede by improper notice for isaspeedan, or faulty materials and /or worimsaaship. Oa /L.01A Pt MIT 9* 2831,5 Permit No. Ibt i 7 3 Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date //a 19 g 9 6wner's Name and Address BAR4Y 14/ /UEQSiTY (FAA BU /c.U/#lca) No. Street /4300 /I 2ND. 4/E Registered Architect and /or Engineer /' /L 445 CAA/404 4 .1 P4iQTit/F'2S , /J(/C. ° Name and address of licensed contractor 4M L • /LToI./, / )JG . 3'1300 A/.&. 22,la. ,4P5 Mow' f2. 33 Location and legal de� p i n of , �q„ }4e built on: AP R& ,y Lot i / ' k 4 Block Subdivision h �F' rI L;� // J/34 oe ao ye 7 �y vStreet and Number where work is to be done / /3G O ' 2A/0. Aoot C./State work to be done and purpose of building (by floors), state exterior colors (submit samples) 430 TOAl A/2 COOLED cA1 /1.4 ara2 2 -:Co P07- ' 'ooM A c UNiro / - AWL) 2 -PUMPS (/30 TM Gil. 75 s # / 50 # /HO, AVOW) a 4422..0"49 and for no other purpose. New Building ,/ Remodeling Addition Repairs No. of Stories Z lb be constructed of Kind of foundation Roof Covering vEgtimated lbtal cost of improvements $ /moo 0 . D Amount of Permit $ 10 // 98. 00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts - • . gatons as an employer of Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and - complied with d provisi.n ' compliance from all contractors or sub - contractors employed by him in the work to be performed unda, s permit; and pos r.,4iiir on the site of the work such public notice or notices as are required by the Act. The undersigned. •y onl under this permit, as are licensed by Miami Shores Village � � Remarks (Si Date (# 4Ns ON P7L Fs,S> STATE OF FLORIDA COUNTY OF DADE. } ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Date) //3 9 Read, Sworn to and Subscribed before me. Notary Public, State of Florida der the Florida Workme of and will requir filar to be . 4 inspection ormed My Commission Expires Building Inspector PLANNING BOARD DATE Chairman Member - Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. -. ' CLO1Ra BATH Tull, $MOWERS LAVA. TORIES O INKS. SLOP OINKS LAUNDRY Tugs URINALS CATCH BASIN FLOOR DRAIN DRINKING FOU NY' NS TOTAL FIKTURKS CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIiLD SOAKAGE PIT GREASE TRAP SOLAR IIrATER DRIP WILL BPRKLR. SYSTEM dv►IN'O Pool. Covent. CHECK CHECK Permit No < f k MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT 5 5C1C9r2g Date ..._ -- Z O — b Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of, Miami Shores Village shall be complied with, whether herein specified or not A copy of approved plans and specification must be kept at building during progress of work. Owners Name and Address G ' = • ! - ^ S / " 7 No 1/300 &' 1. streets. U� Registered Architect and /or Engineer E-N -Al.) - - ,., N _____ r u e2_ kJ l rater i Iowa tlo and Legal Description Block--- Subdivision 3 5.` ■i9 Street and Number where work is to be performed —No. S CI >m P 0 S 'AIDE)) 1 2 I Street — ._._._ State work to be performed and purpose of building (By Floors) _— - — P . V I > ,! .}E New Building _ Type of Tank nist. Feet of Tank or Drain Field from Well Nature of Water Supply: City —Well. Size of Soakage Pit_ Size Septic Mink Feet of Drain Tile Amount of Permit $ ._Capacity f/ 9p ' Remodeling Addition Repairs No. of Stories... .... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and ha% com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the worirr to by performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as an- required by the Act. The undersigned agrees to employ only such sub- contractors, on to be pert • under this permit, as are licensed by Miami Shores Village. eirri Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State elf Florida NOTE: A re- inspection fee of $1.00 will be wade when snob se-inspectien Is cad 'neeswry by improper notion for inspection, or faulty materials and /or worlm>tanship. ` rn • simian OUTLETS LIGHT OUTLETS PLUG RECE•P•T•S PUITURES No. LAMPS - MUG. OUTLET Mom OUTLET RANGE OUTLET RANGE CONN. SWIMS HEATER W. NEAT. CONK. SPACE NEATEN STRIP NEATER TOTAL as 9 bog '09 14 3 3 CNECIt 33 . ' /A - ® fo> z1, >. -- 44?: ENT. $w. DIET. CAE. SERVICE TEMP. o U , 3.(c MOTORS 0.1 HP 1' MOTORS W or �. NEON THANE. RADIO . ' TOTAL Comm. CHECK rr / 2y /e .. f JC APPLICATION FOR ELECTRICAL PERMIT • g� Permit N o S 5 6 4 .»... » »....... D a t e . . . . J » . . � ............. _ ... . Application is hereby made for the approval of the detailed statement of the plans and spedfications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Budding Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with whether herein specified or not. A copy of approved plans and spedfiations must be kept at budding during progress of work. Owner's Name and Address... Barry College No. 111300 N.E. street , » 2nd Ave. ,_, Registered Architect and /or Engineer Employing Electrician's Name....B.s:ite...Elec.tric•.._ ... ... »...No... »DT...W.• ».» . ..Street.». ��...5 - .. » ............. Location and Legal Description Lot Block STATE OP FLORIDA, 1 COUNTY OF DADS. J • 68.5 MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT .Subdivision. Street and Number where work is to be performed No..........1.15. Q... ... .._...._........_........ ». Street.. ..»LQ...._M1.dIILL...�.SiC3««.»» State work to be pejlmed and purpose of budding (By Floors) Electrical installation FAA Building_ New Building ... .. ..... ..... » .............. Remodeling „ . ......dditiun Repairs. ..:» .No. of Stories..... Abitt[T sru3 . / Service U Overhead dergroun • Sine Feed t? A ers ....Conduit ...............Main Sw.../. .. .... »................Amps...��a f1. :....Main Fuses.. ..Amp. Type of Installation -- Conduit...... ..._ Tubing .B.X.L .Metal Moulding (Signed).& ! ../ Sid ...L.84.. Electrical The undersigned applicant for this building permit does hereby certify that he underaands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, bung Section 3966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, u are licensed by Miami Shores Village. F. Schrei Raster iaai . Before me, the undersigned authority, a notary public, duly authorised to administer oaths and take acknowledgments, personally appeared F. Schreidell _._. ▪ ................_._ .. ................_...... *..__... .__..• to me well known, and who, being by me first duly sworn, upon oath deposes and ays that he is the....Mast ...Elect rir`i82L »:. - ... of the above described construction, and he has carefully read the foregoing application, and that he did sign the and that all facts therein by him dated are true. NOTARY PUBLIC STATE OF FLORIDA � NY CONNISSION EXP SEPT 11,1990 i ..._..».» .»BAIDLO..EBRLL.GEBERAL01S.- •BNB ..• -- »— •►��w ° _1_ d • f My Commission Expires Notary Pub State of NOTE: A re- inspection fee of $1.00 will be made when such re•inspecdon is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Permit No Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Flurida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. 13.ar.ry College No .115.0.0 Owner's Name and Address Apillis Canela & Partner, Inc. Registered Architect and/or Engineer Employing EleAri 's rite Electric No..2.Q9.1. N ...W.. street 13.9 St.. 1 Lofatio1 d Lgal Descnption It Block Subdivision. ,, 1 .1 ir Street and Number where work is to be perform N . Miami Avenue ed—No Street 115 Street State work to be performed and purpose of building (By Floors)...Elec.......ins.ta,11.ation,....temp New Building )- Remodeling .Addition Repairs No. of Stories. 2 d h Overea .Amps Conduit .Main Sw .Main Fuses Service' Size Feeder!, .Amps Underground Type of Installation—Conduit Tubing B.X.L .Metal Moulding Amount of Permit $ Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection t the site of the wo such public no or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, to be rf ed der rmit, as are licensed by Miami Shores Village. STATE OF FLORIDA, } ss. COUNTY OF DADE. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT (Signed) (Signed) dmreinbyWmsmtedaretme. AlOTARY PLIPOC STATE OF ri.cirtr 4,1910 ' Y.■ SEPT 11,19 ob1C. Dm& 9/8/88 Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared Sidney F. Schreidell to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the...State...Cert.. ectricia- of the above described construction, and he has carefully read the foregoing application, and that he did sign same, and that all facts My Commission Expires Notary Public, State o orida NOTE: A reinspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'1 FIXTURES NO. LAMPS REFRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK ENT. SW. DIST. CAB, SERVICE TEMP. / SERVICE PERM. MOTORS 0.1 HP MOTORS 141 HP NEON TRANS. RADIO • TOTAL Como. LIST CHECK . Permit No Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Flurida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. 13.ar.ry College No .115.0.0 Owner's Name and Address Apillis Canela & Partner, Inc. Registered Architect and/or Engineer Employing EleAri 's rite Electric No..2.Q9.1. N ...W.. street 13.9 St.. 1 Lofatio1 d Lgal Descnption It Block Subdivision. ,, 1 .1 ir Street and Number where work is to be perform N . Miami Avenue ed—No Street 115 Street State work to be performed and purpose of building (By Floors)...Elec.......ins.ta,11.ation,....temp New Building )- Remodeling .Addition Repairs No. of Stories. 2 d h Overea .Amps Conduit .Main Sw .Main Fuses Service' Size Feeder!, .Amps Underground Type of Installation—Conduit Tubing B.X.L .Metal Moulding Amount of Permit $ Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection t the site of the wo such public no or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, to be rf ed der rmit, as are licensed by Miami Shores Village. STATE OF FLORIDA, } ss. COUNTY OF DADE. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT (Signed) (Signed) dmreinbyWmsmtedaretme. AlOTARY PLIPOC STATE OF ri.cirtr 4,1910 ' Y.■ SEPT 11,19 ob1C. Dm& 9/8/88 Master Electrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared Sidney F. Schreidell to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the...State...Cert.. ectricia- of the above described construction, and he has carefully read the foregoing application, and that he did sign same, and that all facts My Commission Expires Notary Public, State o orida NOTE: A reinspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and/or workmanship. No. &M BUILDING Tie Beam Framing PLUMBI Temporary Toil , p§ Septic Tank ELECTRICAL , Temporary Service 2 Air Cond. 6 SPECIAL U Sidewalks and Clean-Up NOTICE 1'0 BUILDS THIS CARD MUST BE �Dl'S'PA.AYED ON FRONT OF JOB. Owner uWiV t«Gt'� N Cr011 Sere CD. midini c l�l!lage 51 Yard Spaces Sheathing ough Ducts 1 Subdivision Lot . Block Addressing* P41 Z ale. NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. No Night Work. Foundation Roofing al ev7 op Out and Tub °"--Pi /I/ Lama • - 1,2111111 Fixtures Final Serv. Mechanical g 8 b ool — Floor Sla Walls Protect This Card and Retire To Building Ceparbinent For Certificate of Occupancy 9 jet u 4 I) tu itt )0 074-4 2?42 S"U 4ket — t_gp - A_ 45 • • 1 1 Permit No...O ,. - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address. ..+,( /.4 . Registered Architect and /or Engineer Q � f ,, / �r Emplo ing Ele nciaA's m _P1.V. f 2 . ?. ,5 o o 4. O1 Street.l.V /C 7 if Yo�a tioon an Legal Descri 5 ti6n Lot ' / om^' ' p � t � 0o. iii Block. Subdivision i Street and Number where work is to be performed —No ... 6-4� .. Streeti.c ....f...... State work to be performed and purpose of building (By Floors) New Building , C Remodeling Addition .Repairs No. of Stories. Amount of Permit $ • Q6 STATE OF FLORIDA, COUNTY OP DADE. I es ' ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Date. :.../1.. MIAMI SHORES VILLAGE No...! IA3 .. 0 Street./ v ' a' i° 'd (Signed).›Yt , f le`v* UPS 5<nvice Overhead Site Feeders Conduit 1 I / .. .Main Sw 1 - 6 Amps Main Fuses Amps Underground Type of Installation- -Conduit Tubing B.X.L .Metal Moulding Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub•contracto work to be perfor ed under this permit, as are licensed by Miami Shores Village. (Signed) � Master ectrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of 51.00 will be made when such re•inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T's FIXTURES NO LAMPS REPRIG. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST CHECK ENT. SW. DIET. CAB. SERVICE TEMP. SERVICE PERM. MOTORS O. HP MOTORS 1.1 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK 1 1 Permit No...O ,. - Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address. ..+,( /.4 . Registered Architect and /or Engineer Q � f ,, / �r Emplo ing Ele nciaA's m _P1.V. f 2 . ?. ,5 o o 4. O1 Street.l.V /C 7 if Yo�a tioon an Legal Descri 5 ti6n Lot ' / om^' ' p � t � 0o. iii Block. Subdivision i Street and Number where work is to be performed —No ... 6-4� .. Streeti.c ....f...... State work to be performed and purpose of building (By Floors) New Building , C Remodeling Addition .Repairs No. of Stories. Amount of Permit $ • Q6 STATE OF FLORIDA, COUNTY OP DADE. I es ' ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Date. :.../1.. MIAMI SHORES VILLAGE No...! IA3 .. 0 Street./ v ' a' i° 'd (Signed).›Yt , f le`v* UPS 5<nvice Overhead Site Feeders Conduit 1 I / .. .Main Sw 1 - 6 Amps Main Fuses Amps Underground Type of Installation- -Conduit Tubing B.X.L .Metal Moulding Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations u an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub•contracto work to be perfor ed under this permit, as are licensed by Miami Shores Village. (Signed) � Master ectrician. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of 51.00 will be made when such re•inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. -8• 56,,e /X 7 Yin. 'Sap t' A-$? ,.eal) thee o� :16'sJ.PAr h 152 /t$oz 'i17:1 dWt/ 4, s 'sdn ti A 02 1! �Go e:5-. To be constructed of Kind of foundation MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. `� / �qq Date q c- l e , 19 9 Owner's Name and Address y� bJ� 13 io We k.5. ('(� 1 130 6 /l0 . 24 I ''' No. Street Registered Architect and/or Engineer g p f Name and address of licensed contractor WA t. `�(,4 "'- c% t) E" C N'' ( Y 6 5 OF 4 -d 4'--l -vC , C 0 W El's} c ( & & P� 1 ssct E lo Location �)and � legal esc�ption of pt. to be built on: �/ Mg Tim Lot`' fw [.. F Bloock Subdivisi J� O ��t'/ C/ § w/ 3e 4O ck on � �/� ( /� I Street and Number where work is to be done 1 d 3 C) U 4 �' E 4 0 E-" F A v 1 ' 'y `� c ` t'1/ State work to pe done and purpose of building (by floors), state exterior colors (submit samples) ` k/c., e) t 00 e. `L- L- E ~ i e S��r - f C- (� 1 3 1 l t� c cl Q --�2rS t) — .1 Cf 1 t (a 90 k' l iA an or no other purpos . New Building L . Remodeling Addition Repairs No. of Stories t �r Roof Covering 1n li 5 t " 1 94` 1.- Estimated Total cost of improvements $ ® 0 C 0 (0 G°' Amount of Permit $ .2 94. ®t Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to gSS0 ) F c 1 l 4 - 1t'1 121 3 ! Ll The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be poste inspection on the site of the work such public notice or notices as are required by the Act. The undersigned y only such subcontractors, on wo to be p ormed under this permit, as are licensed by Miami Shores Village. /gyp / Remarks (Signed) Council Approved p3.7-/e STATE OF FLORIDA COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments , personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the fbreg•''g application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. 1 i 0 /� Date r/ 1 Read, Sworn to and Subscribed before me. Disapproved i Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved Date NOTE: A charge of 825.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. N R C A tav Waterproofing Systems of Miami, Inc ROOFING CONTRACTORS Bernabe Pena (Bernie) 8550 W. Flagler St. Telephone: Suite 104 (305) 223 -2227 Miami, Florida 33144 +- CLOSETS BATH TUBS SHOWERS LAVA. TORIES SINKS SLOP •INK• LAU NDRY Tuns URINALS CATCH BASIN FLOOR DRAIN DRINK' NG FOUNT' NS TOTAL FIXTURES CONT1I• LIST CHICK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGI PIT GREASE TRAP SOLAR HEATER - DEEP WILL BAR KLR. SYSTEM SW IM'CI POOL CONTR. LIST CHECK °I a 1 4 �.= \ _ ,._ f•.6 Permit N Date -.. 9 / it Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of. Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address Registered Architect and /or Engineer p Employing f lumber's Name f C.h. \ a yv k f 5. Location-and Legal l)esctiption �. ` , 1 BP S SubdivIdon Street and Number where work is to be performed —No 11 ?IOC) N , ` S V, D e5 State work to be performed and purpose of building (By Flors) 4. t �.L _ - •--- ___._. -_ - ..._- - -• -.- New Building. _ Remodeling Addition Repairs No. of Stories- .. -- -- - -- -- - -- - Size Septic Tank Feet of Drain Tile Nature of Water Supply: City —Well. Amount of Permit $ 1C (sue) ` try The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and h,Iw com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the worle to be performed under this permit; and will post or cause to be posted' for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be _ , - conned under this permit, as are licensed by Miami Shores Villages STATE OF FLORIDA, COUNTY OF DADE. ( , Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclawwledgments, personally appeared to me well known, and who, being by me first duly swan, upon oath dep oses and says that is the _ /-1- ) 4 of the above described .1 �,i l ' .. that be bas carefully read the foregoing ''and . be did sign j : 7 all facts aim therein by hire stated -Sy Commission 6xvica Au& 14,199'1 �1 /iA4 �/� : 1 /d'' S My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT _ _ Type of Tank Nat. Feet of Tank or Drain Field from Well Size of Soakage Pit. 3 I\ 1c 11- S ..ccy\ ( V , . irs,T, Skok6 - N a,.�. ..,�..�..�,.. male.e.,......sseessomr...- •- .,.z».- ( Signed) L 4 1 Plumbing Inspector. NOTE: A re- inspection fee of 81.00 will be snide when ea witelpsodes Y saadrnaossemy by improper notice for brysctton, et faulty material. and /ar walamoahip. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herddn specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1, y� Date ( ` Owner's Name and Address 1 Registered Architect and /or Engineer - 1 �F�I7^�-�) /�'�1: `-� 10 fA A ` ' 1 �'�+/� /� J �n Name and address of licensed contractor �A+� �✓� C1 G � ��' 1' M ' I • �-�� p Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 11 �e90 A\ State work to be done and purpose of building (by floors), state exterior colors (submit samples) and for no other purpose. New Building Remodeling Addition To be constructed of Kind of foundation Estimated 7btal cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his ob Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has com compliance from all contractors or sub - contractors employed by him in the work to be performed under this on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } �• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. Disapproved (Signed) Chairman Member Member Council Approved k Date Date Repairs No. Street Roof vexing Read, Sworn to and Subscribed before me. r• = an employer of Labor under the Florida Workmen's with the provisions thereof, and will require similar 't• and will post or cause to be posted for inspection nl such subcontractors, on work to be performed Notary Public, State of Florida No. of Stories , 19 fl My Commission Expires PLANNING BOARD DATE Member Member Member Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board: A re- inspection fee of $25.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Penni t Le S Date ... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other strtioture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of. Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's None and Address .1 . 1 4 3 Is° P 1L. N Street Registered Architect and/or Engin Employins Plumber's Nolo Location and Legal Description Lot- Moak Street and Number where work is to be performed—No I 0 6:2 1`.-- 1 ° State work to be performed and purpose of building (By New . Remodeling--_ _ Addition.. Size Septic Tor& Feet of Drain Tile Nature of Water Supply: City—Well. Amount of Permit B-- MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank—__ Dist. Feet of Tank at Drain Field from Well — Size of Soakage Pit..—___________.__ (Signed)_ The undersigned applicant for this building permit does hereby certify that he understands and a under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Flo plied with the provisions thereof, and will require similar compliance from all contractors or su performed under this permit; and will post or cause to be posted' for inspection on the site of th required by the Act. The undersigned agrees to employ only such sub-contractors, on work licensed by Miami Shores Village. (signed) QI-sA Street Subdivision._ J V-I-1!P Repain. ...... ...... _. No. of Stories .............. • •• .1. • •_ Plumbing Inspec tor. his obligations es an employer of labor Permanent Supplement, and hav corn- ctors employed by him in the wor , . to he such public notice or notices as are performed under this permit, as are Muter Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did dgn the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when me asisignotiais is Enda nsosawry by Improper soda, for inspudon, or faulty matneials and/ce wodonainhig• CLOSETS BATH Tuns SHOWERS LAVA* yom is SINKS SLOP SINKS LAUNDRY Tue. URINAL* CATCH BASIN FLOOR DRAIN DRINK I NG POLO P/V NS TOTAL. FIXTURES CA:INTL L IS T ................. CHECK on. ars SEPTIC TANK SEW SR CONN. DRAIN F IELD SOAKAGE Por GREASE TRAP SOLAR MEATIER Deep WELL SPRKLR. SYSTEM SW I PI • a POOL. CONTR. LIST CHECK Penni t Le S Date ... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other strtioture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of. Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's None and Address .1 . 1 4 3 Is° P 1L. N Street Registered Architect and/or Engin Employins Plumber's Nolo Location and Legal Description Lot- Moak Street and Number where work is to be performed—No I 0 6:2 1`.-- 1 ° State work to be performed and purpose of building (By New . Remodeling--_ _ Addition.. Size Septic Tor& Feet of Drain Tile Nature of Water Supply: City—Well. Amount of Permit B-- MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Type of Tank—__ Dist. Feet of Tank at Drain Field from Well — Size of Soakage Pit..—___________.__ (Signed)_ The undersigned applicant for this building permit does hereby certify that he understands and a under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Flo plied with the provisions thereof, and will require similar compliance from all contractors or su performed under this permit; and will post or cause to be posted' for inspection on the site of th required by the Act. The undersigned agrees to employ only such sub-contractors, on work licensed by Miami Shores Village. (signed) QI-sA Street Subdivision._ J V-I-1!P Repain. ...... ...... _. No. of Stories .............. • •• .1. • •_ Plumbing Inspec tor. his obligations es an employer of labor Permanent Supplement, and hav corn- ctors employed by him in the wor , . to he such public notice or notices as are performed under this permit, as are Muter Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did dgn the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when me asisignotiais is Enda nsosawry by Improper soda, for inspudon, or faulty matneials and/ce wodonainhig• /Jt/iz1n/ �4ee4 °Ave No. 2.63 loS BUILDING Tie Beam 'Yarning PLUMBING Temporary Toilet septic Tank ELECTRICAL Temporary Service Air Ooiid. SPECIAL Sidewalks and Clean -Up i 11 la iiMrkU $0 to l ia Rough Yard Spaces Sheathing Slab Fixtures i ° it aW r r►. ,1/41 ti: Ss fit PA if rid Wi II' to r to Wl ■ ownneAaR uaiv.. �r��L��W cogs cc Lot Block Subdivision Addressil'3Ob � x Av. NOTICE; Alf Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is. Started. No Work on Sunday No Work Before 7:30 A.M. No Night Work. Foundation Roofing Final Top Out and Tub Rough Ousts Fixtures Pool—Floor Walls Mechanical Final Sere. Slab • Owner's Name and Address Registered Architect and/or Engineer Name and address of licensed contractor STATE OF FLORIDA COUNTY OF DADE. Council Approved } ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Fm- B u i t.i> i ✓i < Date �f���GV4 i I C9C7 NE 24D Street 5Pf t.-is C t) 1 4-- Location and legal descriptio of lot to be built on: LotA/U f 1 ��`` 7' �/ � � ° B lock Subdivisiom%� ° // Street and Number where work is to be done FAA BL:De State work to be done and purpose of building (by floors), state exterior colors (submit samples) f LIELAP:1 A mt t Y �►'+.�.. -L� �.�.. 2 2 and for no other purpose. New Building Remodeling To be constructed of Kind of foundation °°�Roof Covering Estimated Total cost of improvements $ _r� 7 2 0 Amount of Permit $ C/ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot :Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will . ost or ause to`be p -ted for inspection on the site of the work such public notice or notices as are required by the Act. The undersig . n. rr to - . , I. on ly b . * : l ork to be performed under this permit, as are licensed by Miami Shores Village. / rte Remarks d) �1 �� z ./1 A A (Sign /%� / ; al p 7 a e Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowled ts. personally appeare and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the fore ' application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.' v� �/ gt/ Date e Read, Sworn to and Subscribed before me. Bo2 4 /fi y N4) 2 /5r .ST f oVP4no 1E4/ 33069 /I ,2 136 Do ooze I Addition Repairs No. of Stories Notary Public, State of Florida to me well known, Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. STEVE MILTON Sales Manager BQRRELL- 9oVC91947 BORRELL FIRE SYSTEMS 1864 Northwest 21st Street Building #3 Pompano Beach, Ronda (305) 474 -4100 • FAX (305) 977 -4653 FL WATS 1- 800 - 282-6527 TAMPA • ORLANDO • - JACKSONVILLE POMPANO BEACH FT. MYERS • TALLAHASSEE • a 1 PROCESS NO: X89043040 FAA BARRY UNIVERSITY MORRELL) A1300 NE 2ND AVE • MIAMI SHORES, FL 33161 METROCIADE REVIEW FEE TYPE CODE ..1rA METROPOLITAN DADE COUNTY BUILDING AND ZONING DEPARTMENT MISCELLANEOUS RECEIPT w IL '4 6 ,...._ FEE DESCRIPTION 0 d UNIT FEE UNITS DESC AMOUNT FIRE F008 0000001 140.00 TOTAL: 140.00 010 04 00890430400 000014000 02/16/89 .1* 021689 16053#36B7FIRE 140.00 • • HALON 1301 FIRE SUPPRESSION SYSTEMS PREPARED FOR FAA /BARRY UNIVERSITY BY ENGINEERING DEPARTMENT BORRELL FIRE SYSTEMS 1864 Northwest 21st Street Building #3 Pompano Beach, Florida 33069 -1306 December 16, 1988 B 46901 RE: FAA /Barry University 1 Job No. B 46901 TO: FAA /Barry University 11300 Northeast 2nd Avenue Miami Shores, Florida 33161 ATTN: HALON 1301 FIRE SUPPRESSION SYSTEM SUBMITTAL MANUFACTURER DESCRIPTION BORRELL • FIRE SYSTEMS SINCE 1847 Fenwal Control Panel Fenwal Battery Pack Fenwal Ionization Smoke Detector Fenwal Photoelectric Smoke Detector Fenwal Detector Base Fenwal Manual Pull Station Fenwal Abort Switch Fenwal Main Reserve Switch F.C.I. Alarm Bell F.C.I. Horn /Light. Combination Fenwal Check Valve Fenwal Agent Storage Container Fenwal Initi Assembly Fenwal Mounting Bracket Fenwal Graphic Annunciator Fenwal Pendant Nozzle Borrell Hydraulic Calculations BORRELL FIRE SYSTEMS 3601 N. Nebraska Avenue Tampa, Florida 33603 -5094 (813) 223 -2727 • FAX (813) 221 -1447 FL WATS 1- 800 - 282 -6527 TAMPA • ORLANDO • JACKSONVILLE • POMPANO BEACH Ft MYERS • TALLAHASSEE - IFENINAL® • PROTECTION SYSTEMS DIVISION • GENERAL FEATURES • Fully Regulated Power Supply • Built -In Battery Charger & Batteries • Ground Fault Supervision • Trouble Isolation Fault Indicators • Solid State Circuitry • UL Listed to Standard 864 • Panel Mounted Abort and Release Switches • • Transient and Noise Isolation • ADDITIONAL FEATURES • Class "B" Alarm Detection Circuits • Supervised Polarity Reversing Output for: Pre -Alarm Pre - Release Release Signals • Auxiliary Contacts for Trouble and Alarm Signals • Releasing Output for Initiators or 24 VDC Actuator • Field Selectable Time Delays • Supervised Abort Circuit • Differentiates between Fenwal Smoke Detectors and Contact Devices on Same Detection Circuit • Ease of Wiring • Supervised Loop for Closed Circuit Contacts GENERAL This low cost, versatile single zone Control Unit super- vises one Halon 1301 fire protection system. It meets the • requirements of NFPA Standard 72A and is UL Listed per Standard 864. State -of- the -art solid state circuitry pro- vides increased protection from transients and noise while increasing reliability. DETECTION A special feature of this unit is the ability to differentiate between two -wire smoke detectors and contact type alarm actuators on the same detection circuit, simplifying instal- lation and reducing wiring costs. The suppression module has two independent alarm detection circuits which are wired for Class "B" operation. Up to 5 Fenwal 24 VDC ioni- zation or photoelectric smoke detectors may be connected to each circuit. Contact devices such as Fenwal's DETECT -A -FIRE® heat detectors or manual pull stations also may be connected in the same circuit. Total lead wire resistance of 25 ohms allows extended detection circuit wire runs. A single smoke detector in either of the two detection cir- cuits initiates a Pre -Alarm signal. When a smoke detector in both loops of the control unit is in alarm, a Pre - Release signal is generated and time delay circuit, if used, will acti- vate. When the time delay is satisfied, agent is released IRE PROTECTION CONTROL UNIT P/N 30- 222000 -001 DS30 -048 Effective: March, 1988 and a continuous release signal is triggered unless the system abort feature has been enabled. A contact device in either detection circuit will trigger the release signals releasing the extinguishant. ALARMS A single three -level alarm output circuit is Class "B" super- vised and operates polarized signalling devices. An inde- pendent dry Form C auxiliary relay contact is associated with each output function. An Alarm Silence Switch located on the module board will silence the alarm signal output; however, a subsequent alarm will override the Alarm Silence Switch. EXTINGUISHING AGENT RELEASE The Control Unit drives either initiator or 1 -1/2" pilot re- lease valve so the unit is compatible with either Fenwal Modular or Central Storage extinguishing systems. Re- lease circuit will actuate either two electro- explosive in- itiators (Fenwal P/N 31- 199932 -00X) or one 24 VDC ac- tuator on ASC (Fenwal P/N 31- 19203X -00X) with 1-1/2" pilot release valve. WARNING: Release circuit is not compatible with Fenwal P/N 31- 19203X XXX 2" Pilot Release Valve Tanks and 31- 19204X -XXX 3" Burst Disc Valve Tanks. ABORT SWITCH A Supervised Abort Switch is mounted on the Control Unit door. While the button is depressed, agent release is pre- vented but alarms continue to sound. A contact device ac- tuation overrides the Abort Switch and time delays to re- lease agent. TIME DELAY Control Unit can be prggrammed for 20 or 40 seconds delay between pre - release and agent release. Abort switch actuation shall not prevent time out of delay. Re- lease of abort to normal position shall result in agent re- lease if panel is in pre - release, time delay has elapsed and panel has not been properly reset. SUPERVISION The Control Unit is fully supervised. Supervision includes but is not limited to the following: • AC Power • abort switch circuit • battery voltage • releasing outputs • battery connections • ground fault • alarm detection circuits • pressure switch (NC) • alarm output The Control Unit includes four indicators visible with the enclosure door closed (AC Power, Alarm, Alarm silence, System trouble). Additional LED trouble indicators are located on the module printed circuit board as shown in Figure 1. TROUBLE INDICATION Trouble conditions result in an audible signal and illumina- tion of an LED annunciator on the affected circuit. The au- dible signal may be silenced by the Trouble - Silence Switch on the module panel. Fault isolation is facilitated by eight trouble indicators and a trouble ringback. A trouble condition activates a set of dry Form C contacts. POWER SUPPLY The Control Unit contains a 24 VDC regulated power sup- ply with overload protection provided by electronic current limiting. A fuse is utilized in the battery circuit only. A Class II design transformer protects AC input. The control module contains a built -in battery charger and 1 set of 1.2 ampere /hour sealed lead acid batteries housed within the control unit enclosure. A trouble signal is generated if battery voltage drops below acceptable levels. ENCLOSURE The panel enclosure is rugged 18 gauge steel and is painted beige. A steel door is held closed by a key lock. All switches and indicators, with the exception of Manual Release and Abort Switch, are located behind the locked cover. 2 RELEASE CIRCUIT CONFIGURATIONS FIGURE 1A One 24VDC Actuator P/N 31- 194135 -001 or 31- 194135 -002 Term. 9 to 10 FIGURE 1B Configuration with Release Circuit Used to Fire Initiators P/N 31- 199932 -OOX Initiator Circuit Supervisory Current: 2.5mA. D.C. Total Energy: 3.0 Joules Compensating Reslatort 9 Actuator � . 1 7 8 t 0.5 Watt Min. (Release Circuit Resistance to be 10 -ill/ with a max. 011 actuator.) Compensating Resistor f 8 2 Circuit 9 Initiators 10 Max. t 0.6 Watt Min. (Release Circuit Resistance to be 10 ±1f1 with initiators) WARNING: Release circuit is not compatible with Fenwal P/N 31- 19203X -XXX 2" Pilot Release Valve Tanks and 31- 19204X -XXX 3" Burst Disc Valve Tanks NOTES: Alarm Output: 1. Use only polarized signalling devices. 2. Polarities shown are for normal standby. 3. Total System Current shall not exceed 0.2 ADC at 24VDC. 4. Supervisory Current: 2 MA Relay Outputs: 5. All relay contacts shown with power applied in normal standby condition. Time Delay: 6. This unit may be field programmed for release time delays of 20 or 40 seconds. Wiring: 7. All wiring to initiator output and detection circuits must be shielded or electrically isolated from all other wiring. Shielded conductors, MI cable, EMT, or rigid conduit may be used. Compliance will all national and local fire codes is required. Power: 8. 120VAC 50 /60Hz with Battery Standby. Initiators /24VDC Actuator Release Circuit: 9. The release circuit will energize for approximately 200 m.s. on initiator release system. At the end of the 200 m.s. the release circuits will de- energize. Control unit features not applicable for connection of waterflow alarm devices. TIME (SECONDS) TIME CUT JUMPERS 20 Yellow 40 Blue • PRE - RELEASE (K4) AUX. RELAYOUTPUT(S) (NOT SUPERVISED) 2A MAX. AT 24VDC RESISTIVE 1 A MAX. AT 120VAC RESISTIVE RELEASE(K7) CONFIGURATION WITH UNUSED RELEASE CIRCUIT JUMPER (FENWAL PART NO. 30 -20070 -038) SIMULATOR 2K OHMS, 1W (FENWAL PART NO, 30-220070-037) 20 CUT FOR TIME DELAY 40-' OREEN BLACK 0 (c NCI PEE (C) aura WD) 0 0 2 3 4 5 6 0 7 8 9 10 0 Li INPUT RATING 120V. 50/60 HZ. 0.2AMPA.C. MAX. WHITE INSTALLATION WIRING DIAGRAM ISO 0 L2 OO Denotes Light Emitting Device 0 ABORT TROUBLE WV ® Denotes Toggle Switch (Normal Position up as Shown) Alarm Detection Circuits Denotes Fenwal Smoke Detectors it Denotes Contact Type Detection Devices or Manual Pull Stations FENWAL INCORPORATED A8)aMDMA POWER ON • CKT1 &2 TROUBLE A LARM ALARM r r SILENCE ALARM ALARM • a TEST . SILENCE O O L OUTPUT FAULT L GND. TROUBLE TROUBLE AN SYSTEM 1 , O TROUBLE FRESET iSIILENBL SUP. O •(!) O RBL. O L BATTERY 0 TROUBLE BATTERY POLARITY REVERSED L FUSE 5A 3AG EXTERNAL METERTEST V1 W1 Al V2 W2 A2 CONNECTJUMPERS TOV1 & V2 FOR VOLTMETER FUNCTION OR TO Al & A2 FOR AMMETER FUNCTION CAUTION: To avoid damaging the power supply, first connect DC power, observing proper battery polarity. Should the battery polarity reversal LED be illuminated, correct battery polarity be- fore applying AC power. FIGURE 1 0 11 12 13 14 0 15 16 17 (c) 18 20: 19 aIo 20 21 22 23 24 25 26 0 0 (C) 20) (WA CLASS B SUPERVISED ALARM DETECTION CIRCUITS 24 -25V (FENWAL PART NO 30- 220070 -035) 0.2ADC MAX 10K OHMS 0.5W 10K OHMS 0.5W PRE -ALARM (K3) AUX. RELAY OUTPUT (NOTSUPERVISED) 2A MAX. AT24VDC RESISTIVE 1 A MAX. AT 120VAC RESISTIVE 3.0KOHMS 0.5W I SUPERVISED ALARM SIGNAL OUTPUT (FENWAL PART NO. 30- 220070 -034) SUPERVISED LOOP FOR CLOSED CIRCUIT CONTACTS (I.E. PRESSURE SWITCH) RATED 777 24V, 0.6MA (JUMPER IF NOT USED) TROUBLE (K2)AUX. RELAY OUTPUT (NOT SUPERVISED) 2A MAX. AT24VDC RESISTIVE 1 A MAX. AT 120VAC RESISTIVE BLACK 12V. 12V. 1 VilITE I 0.3A Max. Charging Current Batteries (2 req'd) 12V 1.2AH Connected in Series. Replace at minimum 48 month Intervals or in Accordance with Requirements of Local Authorities. Use Only Fenwal Cat. No. 30- 220070 -039 (Consists of 2 Batteries) Each Alarm Detection Circuit Characteristics: Output Voltage: 24 -25VDC Nominal 27VDC Max., Less than 10 M.V. RMS Ripple, Standby Current Loading: 1.0mA. DC Max. Max. Wiring Resistance: 250 Contact Devices Alarm Current: 75mA. DC Max. Smoke Detectors Equivalent Resistance in Alarm: 225 to 7000 each Typical Smoke Detectors Used: Fenwal's 24VDC, CPD & PSD Max. No. of Detectors Per Detection Circuit: 5 PROGRAMMING OPTIONS Jumper/ Feature Diode Cuts Time Delay Yellow Blue Function Jumper Cut for 20 sec. delay Jumper Cut for 40 sec. delay ARCHITECTURAL AND ENGINEERING SPECIFICATIONS The contractor shall furnish and install a Fenwal Model 2220 Fire Protection Control Unit. The control unit shall be U.L. Listed per Standard 864. Two Class B supervised alarm detection circuits shall be provided per module. Circuits shall be compatible with contact type detection devices and any combination of up to 5 Fenwal 7021 ionization and 71XX photoelectric smoke detectors. The first alarm signal by a smoke detector connected to either alarm detection circuit in a module zone shall cause a Pre -Alarm output. A subsequent alarm signal by a smoke detector connected to the second alarm detection circuit in a module zone shall cause Pre - Release Alarm output. An alarm actuation by a contact device connected to either alarm detection circuit shall cause a reelease output. A time delay, field selectable for 20 or 40 seconds, may be initiated with the generation of the Pre - Release output. Upon expiration of the time delay, a Release output and a Release Alarm output shall occur unless system aborted or properly reset. A panel mounted Abort Switch shall be provided to inhibit the Release output originated by smoke detector alarm actuations. Release output originated by panel mounted switch or contact devices shall override the Abort Switch and time delay function. The Pre - Alarm, Pre - Release and Release Alarm output* shall be supervised, polarity reversal, signalling circuit rated at 28 VDC, 0.2 A. The Alarm outputs shall cease when the Alarm Silence Switch is activated and visual and audible trouble signals shall result. Four individual dry, Form C, auxiliary relay contacts (one relay per function) shall transfer under Pre - Alarm, Pre - Release, Release and Trouble conditions. Each of these contacts shall be rated 2 A, 28 VDC and 1 A, 120 VAC. There shall be provisions for driving initiator or a 24 VDC actuator pilot release valve. The initiator output shall be FENWAL INCORPORATED Division of Kidde, Inc. IUDDE 400 Main Street, Ashland, Massachusetts 01721 (617) 881 -2000 6 supervised and be compatible with Fenwal Modular Suppression System release valves. All connections to the detection, alarm and releasing circuits shall be supervised for open circuits and ground faults. All battery connections and plugs shall be supervised for open circuits. Battery voltage, polarity and AC power input shall be supervised. Trouble conditions shall be indicated by a silenceable audible signal and illumination of an LED trouble annunciator. Alarm conditions shall override all trouble indications except Alarm Silence. Eleven (11) LED annunciators per module shall be provided as follows: 1. Power On (Green) 2. System Trouble (Amber) 3. Battery Trouble (Amber) 4. Circuit 1 and Circuit 2 Trouble (Amber) 5. Ground Fault (Amber) 6. Release and alarm output Trouble (Amber) 7. Alarm Circuit 1 and 2 (Red) 8. Alarm Silence (Amber) 9. Battery Polarity (Amber) 10. Abort Trouble (Amber) 11. Supervisory Trouble (Amber) The alarm and trouble indications shall be reset by a single System Reset Switch. The control unit shall contain a 24 VDC regulated power supply incorporating electronic overload protection. No fuses shall be utilized except in the battery circuit. A self - contained battery charger shall be provided along with automatic transfer to battery standby in case of AC power loss. The control unit shall be equipped with a set of 1.2 ampere hour sealed lead acid batteries. Test points shall be provided for connections of an external ammeter or voltmeter to check battery condition. The control unit shall be housed in a painted steel enclosure equipped with a hinged cover held closed by a keylock. All control switches and indicators, with the exception of the guarded manual release and abort switches, Power On, System Trouble, Alarm and Alarm Silence indicators, shall be concealed and inaccessible behind the locked cover. * The single alarm output shall be three - level: A pre -alarm shall produce a visual and audible signalling rate of approximately 1/2 sec. on, 2-1/2 sec. off. The pre - release signalling rate shall be approximately 1 sec. on, 1 sec. off. The release signalling shall be on continuously. These instructions do not purport to cover all the details or variations In the equipment described, nor do they provide for every possible contingency to be met In connection with Installation, operation and maintenance. All specifications subject to change without notice. Should further Information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Printed In U.S.A. OPERATING INSTRUCTIONS NORMAL STANDBY Green — AC "On" Indicator shall illuminate through panel door. All other indicators shall be extinguished. ALARM — CIRCUIT 1 & 2 Red — ALARM CIRCUIT Indicator shall illuminate through panel door, indicating activation of detection device or ac- tivation of manual release switch mounted on panel door. PRE -ALARM SIGNAL — Audible Activates when Detection Circuit 1 or Detection Circuit 2 activates 1/2 second on, 2 -1/2 seconds off. PRE - RELEASE SIGNAL — Audible Activates when Detection Circuit 1 and Detection Circuit 2 are activated by smoke detectors connected to both alarm detection circuits. 1 second on, 1 second off. RELEASE SIGNAL — Audible Activates immediately upon activation of extinguishing agent release output — on continuously. NOTE: Operation of Manual release switch or contact type detection devices (DAF, etc.) connected to either Alarm Detection Circuit 1 or 2 will activate release functions. SYSTEM TROUBLE ANNUNCIATOR Amber Indicator illuminates through panel door when a trouble condition exists in any of the system supervised circuits. GROUND FAULT ANNUNCIATOR Amber indicator inside panel illuminates when a ground fault that could interfere with system operation exists. DETECTION CIRCUIT TROUBLE ANNUNCIATOR Amber indicator illuminates inside panel when a trouble condition exists in alarm detection circuit 1 and /or 2. RELEASE AND SIGNAL OUTPUT CIRCUIT TROUBLE ANNUNCIATOR Amber indicator illuminates inside panel when a trouble condition exists in the supervised agent release or alarm output circuit. ALARM SILENCE ANNUNCIATOR Amber indicator illuminates through panel door when alarm silence switch has been actuated and an alarm con- dition exists. BATTERY TROUBLE ANNUNCIATOR Amber indicator illuminates inside panel when a fault exists in the supervised battery circuit and illuminates if battery voltage falls below acceptable limits. BATTERY POLARITY ANNUNCIATOR Amber indicator illuminates inside panel if battery is con- nected with improper polarity, extinguishes when polarity is corrected. ALARM TEST SWITCH Activates Pre -alarm audible — visual signalling circuit. Momentary action switch returns to Normal position when released. ABORT TROUBLE ANNUNCIATOR Amber indicator illuminates inside panel if abort circuit opens during normal standby condition. 4 ALARM SILENCE SWITCH Silences audible and visual alarm devices. Receipt of a subsequent alarm will reactivate the alarm outputs. Momentary action switch returns to Normal position when released, but alarm outputs remain silenced until sub- sequent alarm is received and /or Reset switch is acti- vated. SUPERVISORY TROUBLE ANNUNCIATOR Amber indicator illuminates inside panel if closed contact loop circuit (i.e. pressure switch) opens during normal standby condition. TESTING RECOMMENDATIONS At least once a week or as required by local authorities having jurisdiction, the following testing program should be conducted. 1. Depress Alarm Test Switch to Test position and ob- serve operation of Audible and Visual Alarm devices. 2. Perform Battery Maintenance procedure as outlined below. FUSE REPLACEMENT The battery circuit is protected by a 5A Type 3 AG glass cartridge fuse. Replace only with a fuse of the same rating. Should service be required, contact your local service rep- resentative. BATTERY MAINTENANCE The following testing program should be conducted at least once a week, or as required by local inspection au- thorities having jurisdiction. Disconnect AC power and silence trouble. Actuate Alarm test switch to test position. If Ammeter is connected, it should momentarily indicate 120 -300mA and Battery Trouble indicator should not light. If voltmeter is used in lieu of ammeter, voltmeter should read 21.5 volts minimum and then return to 24 volts minimum. Failure of the ammeter to indicate 120 -300mA and /or fail- ure of the voltmeter to register 21.5 volts minimum, or il- lumination of the Battery Trouble indicator indicates insuf- ficient battery capacity. NOTE: If prolonged AC power failure has occurred within 20 hours of battery test, allow at least 20 hours for the battery to recharge before taking further action. RECOMMENDED WIRING COLOR CODE FOR HALON 1301 FIRE SUPPRESSION INSTALLATIONS WIRING COLOR CODE (SINGLE CONDUCTOR WIRES) *Black = BK for AC power hot *White = WH AC neutral *Green = GR ground *Mandatory per N.E.C. WIRE SIZES AC power feed #14 minimum ( #12 max.) All others #14, 16 or 18 If after 20 hours total recharge a failure indication occurs, replace the batteries with the same type and capacity. Batteries originally furnished by Fenwal are: 2 ea. Fenwal P/N 30- 220070 -039, rated 12V, 1.2 AH. Replace in pairs only to assure maximum capacity. (Note Fenwal P/N 30- 220070 -039 denotes a pair of batteries.) BATTERY POWER Batteries provide 24 hours standby supervision plus 5 mi- nutes alarm Toad at the end of that time contingent upon detection and output limitation stated herein. Panel load- ing and battery standby comply with NFPA Standard 72A. NOTE: Batteries supplied with control panel shall be placed in service within 3 months of shipment date if stored at approximately 70 °F, or within one month if stored at approximately 100 °F. For longer storage time they require charging per manufacturers specification to prevent permanent loss of capacity. CAUTION: To avoid damaging the power supply, first connect DC power, observing proper battery polarity. Should the battery polarity reversal LED be illuminated, correct battery polarity before applying AC power. Before servicing batteries, disconnect AC power. Bat- teries should be replaced at least once every 48 months, or as directed by the local authorities having jurisdiction. INSTALLATION INSTRUCTIONS INSTRUCTIONS FOR MOUNTING (REFERENCE FIGURE 2) 1 Remove knockouts at top and bottom as required. 2. Insert number 10 screws (not provided) into wall, spaced to match key holes on back of box. 3. Mount box onto the screws. 4. Insert number 10 screws in remaining two holes in the bottom of the box and tighten all screws. 5. See installation wiring diagram for further instructions. KNOCKOUTS KNOCKOUTS FIGURE 2 5 TECHNICAL SPECIFICATIONS Compatibility Identifier Number: C2OFE1 Power Supply: Input: 120 VAC, 50/60 Hz, 0.2A max. Outputs: Polarity Reversing Alarm Signals (1): Rated 24 -25 VDC, 0.2A max. Auxiliary Pre -Alarm relay contact (1): Form C rated 2A max. 24 VDC or 1A 120 VAC Auxiliary Pre - Release relay contact (1): Form C rated 2A max. 24 VDC or 1 A 120 VAC Auxiliary Release relay contact (1): Form C rated 2A max. 24 VDC or 1A 120 VAC Auxiliary Trouble Relay Contact (1): Form C rated 2A max. 24 VDC or 1 A 120 VAC Initiator Output: Total Loop Resistance: 10.0 ohms Total Energy Available: 3.0 J Supervisory Current: 2.5mA Actuator Device: 1 — P/N 31- 194135 -OOX Maximum EED Devices: 2 — P/N 31- 199932 -004 Detection Circuits: Output Voltage: 24.0 to 27.0 VDC Maximum number two -wire smoke detectors per circuit: 5 Detector Types: Fenwal 24 VDC, 7021, 71XX Maximum number Contact Devices: Up to 25 ohms wire resistance Maximum Contact Device Alarm Current: 75 mA End -of -Line Resistors: Detection Circuits: 10K ohms 1/2W, 2 furnished Signalling Circuit: 3.0K ohms 1/2W, 1 furnished Meter Test Points: Ammeter or Voltmeter Standby Batteries: Sealed Lead Acid: 2 -12V, 1.2 AH (std.) Battery Recharge Time: 20 hours minimum from deep discharge Battery Standby Time: See Battery Power Time Delays per Module: 20 or 40 seconds, field selectable. See Programming Instructions. Dimensions (nominal): 14 "H x 12'W x 3 -3/4 "D ORDERING INFORMATION Description Part Number Model 2220 Single Zone Control Panel 30- 222000 -001 w /Battery Bracket and containing: Two 12V,1.2 AH Sealed Lead Acid Batteries 30- 220070 -039 Battery Harness for above Battery Set 30- 220070 -036 Component Board Panel Ass'y 30- 222000 -101 Accessory Kit (Resistors) 30- 220070 -033 PROTECTION SYSTEMS DIVISION FEATURES • HIGH AIR FLOW SENSING CHAMBER • DUAL CHAMBER • TWO -WIRE LOW CURRENT DESIGN • STANDARD BASE FOR INTERCHANGEABILITY W/PHOTOELECTRONIC & D -A -F® HEAT DETECTORS • NONPOLORIZED • • ADJUSTABLE SENSITIVITY • SENSITIVITY TEST POINTS • FLASHING LED FOR 360° VISUAL SUPERVISION • FUNCTIONAL TEST SWITCH • UL LISTED - STANDARD 268 • LOCKING TAB FOR TAMPER RESISTANCE • OPTIONAL AUXILIARY RELAY AND /OR REMOTE LED • 5-YEAR WARRANTY • FM APPROVED, CSFM LISTED, STATE OF N.C. APPROVED, ULC LISTED DESCRIPTION The dual chamber ionization smoke detector senses both visible and invisible particles of combustion and is designed for two-wire system operation. 360° smoke entry characteristic permits maximurrrsmoke response from any direction. A unique sensing chamber design permits operation in air velocities up to 2000 FPM. To assure that the detector is functioning, a pulsing LED (six flashes per minute) allows for visual super- vision of the detector. Under alarm condition, the LED lights continuously at full brilliance. A unique gated output circuit design provides im- proved stability and transient suppression. Special signal processing techniques verify the presence of smoke before the detector will alarm. Non - polarized circuit connections make installation wiring quick, easy and foolproof. The detector head is installed into the base with a simple twist -lock ac- tion. A locking feature Is provided for vandal resistant security. A test magnet can provide a full functional test which simulates the effect of smoke (approx- imately 1°/0 per foot obscuration) entering the sens- ing chamber. In addition, the actual sensitivity of the detector may be monitored with a 10 megohm meter without the necessity of removing the detector. Detector sensitivity Is easily adjusted should conditions ip warrant a change from the pre -set calibration. An insect screen protecting the chamber area is used to avoid potential nuisance alarms. Optional bases are available for supplementary relay, and/or remote alarm LED application. TECHNICAL SPECIFICATIONS Compatibility Identifier Number: DIMENSIONAL DATA PD -7021 RATION SMOKE DETECTOR DS 70 -005 Effective: March, 1988 I1FE1 Standby voltage: 18-40 VDC Consult factory for special applications. Standby current: Typical range 35 -65 p.a (60 µa max.) @ 24 VDC Alarm current: 10 -100 ma max. with -001 base Operating Temperature: 32°- 100 °F. (0 °- 38 °C.) Humidity: 20 to 95% Relative humidity Air Velocity: 2000 FPM per UL standard 268 Consult factory for special applications. Finish: Off -white textured, high impact plastic Supplementary relay: SPDT 2A @ 24 VDC, 1 A @ 120 VAC Furnished on 70- 201000 -003, -005 and -101 bases. Spacing (Smooth Ceiling): 30 foot center (900 sq. ft.) Approvals: UL (Std. 268), ULC, FM. Altitude: For applications above 7500 feet, consult factory. Radioactive Source: Less than 1.0 microcuries Americium 241 INSTALLATION Detector bases are mounted directly to a 3" round box or plaster ring or a 4" octagonal box. Accessory kits for adapting bases to 4" square boxes are available: see Ordering Informationf surface mounting use Wiremold #5739 Adaptor Box. (NOT TWO ADAPTOR BOXES PER SURFACE UNIT MAY BE RE- QUIRED FOR -101 BASE.) Please refer to NFPA 72E and Fenwal's "Application Engineering Manual" for spacing, loca- tion of detectors and other guidelines. Bases with pigtail ter- minations must mount to a 4" box or ring. MAINTENANCE Although cleaning programs should be adapted to the individual environment, we recommend an annual cleaning of any dust from the detector head by using the suction of a vacuum cleaner. Refer to Installation Instructions for more guidance. WIRING INFORMATION Using Base Less Options. 70-201000-001 Using Base with Remote Indicator Option 70.201000.002 Using Bases with Relay Option 70-201000 -003, -005 Using 4-wire base, 70. 201000.101 ro calms ,AMt m ro NTNq , m m REMOTE LED ANNUNCIATOR (OPTIONAL) TO LISTED CONTROL PANEL TO ALARM PANEL { FENWAL INCORPORATED The contractor shall furnish and install where indicated on the plans, dual- chamber, ionization smoke detectors, Fenwal CPD -7021. The com- bination detector head and twist -lock base shall be U.L. Listed compati- ble with a U.L. Listed fire alarm panel. The base shall be directly interchangeable with Fenwal photoelectronic detectors 71XX. The smoke detector shall have a flashing, status Indicating LED for visual supervision. When the detector is actuated, the flashing LED will latch on steady and at full brilliance. The detector may be reset by actuating the control panel reset switch. The sensitivity of the detector shall be monitored without removal of the detector head. Metering test points shall be accessible on the exterior of the detector head. Field adjustment of the sensitivity shall be possible when conditions require a change. The vandal- resistant, security locking feature shall be used in those areas as indicated on the drawings. ,Y Dmmn of Kidd.. Inc. KIDDE 400 Main Street, Ashland, Massachusetts 01721 (6/ 7 v 881 -2000 ORDERING INFORMATION Detector Bases: Detector Head: Accessory Kit for -001 and -002 bases: Accessory Kit for -003, -005 and -101 bases: no Of l� as,sTa o':°,a (LED) To c i w"t (J ' tfY I l -v tb goon • C tTo DETECTOR SASE OPTIONS 70-201000-001 Connects to 2 -wire detection circuit via screw FE01 A terminals. 70-201000-002 Same as above plus provision for remote LED indicator. 02A Minimum alarm current: l5ma. 70-201000-003 Connects to 2 -wire detection circuit via pigtail leads. FE03A Equipped with SPDT auxiliary relay. Minimum alarm current: l5ma. 70- 201000 -005 Same as above plus provision for remote LED indicator. FEO5A Minimum alarm current: Soma. 70- 201000 -101 Connects to 4 -wire detection circuit via pigtail leads. Equipped with SPDT auxiliary relay. 06- 232739 -001 Test Magnet 29- 116788 -001 End of line supervisory relay OD Of 1.161 RLMSWA UO Of tit w1ATOR ro rz Naum+(LED) PIGTAIL COLOR CODE RED } DETECTION LOOP SLACK YELLOW N.C. ORANGE COMMON AWL RELAY SLUE N.O. JJJ VIOLET } REMOTE INDICATOR SROwN (70201000-005 only) Y GRAY FAD Or LINE RESISTOR 1. WHEN REMOTE LED IS NOT USED, INSULATE THE END OF THE BROWN WIRE OR CUT IT OFF AT THE CONNECTOR. 2. ALL RELAYS SHOWN IN NORMAL POSITION (POWER ON). 3. ALARM CURRENT @ 24 VDC a 20 MA 35 MA WITH REMOTE LED 4. AUX. CONTACTS RATED 2A, 120 VAC OR 24 VDC FOR U.S. APPLICATIONS. ARCHITECT/ENGINEER SPECIFICATIONS 2A, 24 VDC FOR CANADIAN APPLICATIONS. See above PIN 70. 202003-001 P/N 06127563-013 P/N 06. 127563014 WARNING TO PREVENT DETECTOR CONTAMINATION AND SUBSEQUENT WARRANTY CANCELLATION, SMOKE DETECTORS MUST REMAIN COVERED UNTIL AREA 1S CLEAN AND DUST FREE. JUMPER CONNECTING TERMINALS 1 & 2 AND RESISTOR CONNECTING TERMINALS 3 & 4 ARE FACTORY INSTALLED. OBSERVE POLARITY WHEN USING SINGLE LED RETURN WIRE. The locking feature shall be field removable when not required. It shall be possible to perform a functional test of the detector without the need of generating smoke. The test method must simulate effects of particles of combustion in the chamber to ensure testing of all detector circuits. To facilitate installation, the detector shall be nonpolarized. By using a wire jumper, it shall be possible to check circuit loop continuity prior to installing the detector head. Voltage and RF transient suppression techniques shall be employed to minimize false alarm potential. A gated alarm output shall be used for additional detector stability. Supplementary SPDT relays and/or remote LED alarm indicators shall be installed where indicated. These Instructions do not purport to cover all the details or variations In the equipment described, nor do they provide for every possible contingency to be met In connection with Installation, operation and maintenance. All specifications subject to change without notice. Should further Information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Pr, - 4.A P PE PROTECTION SYSTEMS DIVISION • • FEATURES: • LOW- CURRENT DESIGN -18 TO 32VDC RANGE MODELS • NONPOLARIZED • IMPROVED SMOKE ENTRY CHARACTERISTICS • EMI /RFI RESISTANT • 5 YEAR WARRANTY • IN -PLACE SENSITIVITY AND ALARM TESTING • BASE OPTIONS FOR SUPPLEMENTARY RELAY, AND /OR REMOTE LED, 2 -WIRE AND 4 -WIRE APPLICATIONS • ALARM VERIFICATION OPTION • FLASHING LED FOR VISUAL SUPERVISION • THERMAL DETECTOR OPTION • UL LISTED TO STANDARD 268, FM, CSFM AND STATE OF MARYLAND LISTED (ADDITIONAL AGENCY APPROVALS PENDING) • MANUFACTURED UNDER TOTAL QUALITY STANDARDS DESCRIPTION Models PSD 7125, 7126, 7129, 7130 and 7131 provide 5 photo- electric smoke detectors designed to accommodate the known spectrum of field application variations. These photoelectric smoke detectors will respond to a broad range of both flaming and smoldering fire conditions. Improved long -term stability and smoke entry characteristics are achieved through the use of a custom MSI integrated circuit that features multi -stage amplifica- tion. These models operate over an 18 to 32VDC range (24V nominal) with compatible control units. EMI /RFI noise immunity up to 20 volts /meter assures virtual elimination of false alarms from elec- trical interference. High signal -to -noise ratio permits a significant reduction in light baffling, thereby improving smoke entry characteristics while re- ducing nuisance alarms. The Fenwal photoelectric smoke detec- tors are therefore ideal for fire alarm and suppression systems service. Detector sensitivity is nominally set at 3 %/ft. and the sensitivity range can be measured in place using a commercially available peak and hold voltmeter. Voltage readings found to be within set parameters are acceptable for normal field applications. Three separate detection identifications are required for alarm confirmation. This three level detection sequence reduces nui- sance alarms. Each identification is made at either 2 or 4 second intervals as indicated in Table I. Digital storage of the previous identifications provides positive and reliable detection. Companion models PSD 7126, and 7131 include a thermal de- tector with a 135 °F set point. Operation of the contact -type ther- mal detector is independent of smoke detector circuitry. Functional testing is accomplished by means of a magnet which causes an alarm condition. This simulates the UL 6% smoke test. Under alarm condition, the pulsing LED will switch to a steady red illumination. Installation is both simple and fast because of screw type connec- tions and the nonpolarized detector feature. The detector is fitted to the base by a twist -to -lock action. A removable locking tab secures the head to the base to provide a degree of vandal resistance. An extra fine mesh insect screen protecting the chamber area reduces potential nuisance alarms. Photoelectric detectors may be interchanged with Fenwal ioniza- tion detectors and rate compensated DETECT -A -FIRE® heat detectors when using multi- function base configurations. Op- tional bases are shown in Table II. TECHNICAL SPECIFICATIONS Input voltage range Max. RMS ripple Standby current Alarm current Operating temperature Relative humidity EMI immunity Supplementary relay Smooth ceiling spacing Storage temperature Insect Screen Finish Approvals NOTE: Detectors must panels. DIMENSIONAL DATA 3.678' MAX. WITH HEAT SENSOR SD 7125, 7126, 7129, 7130, 7131 PHOTOELECTRIC SMOKE DETECTOR DS71 -004 Effective: October, 1988 15 -32VDC Less than 50% of DC input @ 24VDC 60µA average, 100µA surge @ 24VDC 10 to 100 ma. max. 32° to 100 °F (0° to 38 °C) 93% RH @ 104 °F 20 volts /meter tot GHZ Spikes to 1200 volts or 1 joule SPDT - 2A @ 24VDC, 1A @ 120VAC Furnished on 70- 201000 -003, -005 and -101 bases 30 foot center (900 sq. ft.) max. — 20° to 180 °F (— 29° to 82 °C) Polyester, 0.0280" mesh size 54% total open screen area. Off -white texture, high impact plastic UL (Additional agency approvals pending) be UL Listed compatible with control 8.280' MAX. MA. �\ 1 3.437' MAX. WITH- OUT HEAT SENSOR 2.880' MAX. WITH HEAT SENSOR PART NUMBER UNIT COMPATIBILITY IDENTIFIER NUMBER DESCRIPTION 70-201000-001 FE01 A Connects to 2 -wire detection circuit via screw terminals. 0- 201000 -002 FE02A Same as above plus provision for remote LED indicator. Min. alarm current: 15mA, 24VDC. 70- 201000 -003 FE03A Connects to 2 -wire detection circuit via pigtail leads. Equipped with SPDT supplementary relay. Min. alarm current: l5mA, 24VDC. 70- 2 -005 FE05A Same as above plus provision for remote LED indicator. Min. alarm current: 30mA, 24VDC. 70- 201000 -101 Not Required Connects to 4 -wire detection circuit via pigtail leads. Equipped with SPDT supplementary relay, 24VDC. 70- 201000 -105 Not Required Connects to 4 -wire detection circuit via pigtail leads. Equipped with one N/O contact, 24VDC. 29- 116788 -001 Not Required End of line supervisory relay, 24VDC. 70- 200000 -022 Not Required Accessory Kit for mounting to 4" square junction boxes. MODEL SENSING HEAD PART NUMBER COMPATIBILITY IDENTIFIER NUMBER NOMINAL SENSITIVITY (FACTORY SET) LED PULSE SEQUENCE** NORMAL ALARM CONFIRMATION OCCURSIN 3 % /ft. 2% /ft. PSD -7125 71- 212012 -201 P5FE1 X 10sec. 4sec. PSD -7126 (w/thermal) 71-212012-301 P6FE1 X 10 sec. 4sec. PSD -7129' 71- 212016 -201 P9FE1 X 10 sec. 4sec. PSD -7130 71- 212014 -201 P1OFE1 X 20 sec. 8sec. PSD -7131 (w/thermal) 71- 212014 -301 P11FE1 X 20 sec. 8sec. INSTALLATION Detector bases are mounted directly to a 3" round box or plaster ring or a 4" octagonal box. Accessory Kits for adapting bases to 4" square boxes are available (See Ordering Information). For surface mounting use Wiremold #5739 Adaptor Box. (Note: Two Adaptor Boxes per surface unit may be required for -101 Base.) Please refer to NFPA 72E and Fenwal's "Application Engineering Manual" for spacing, locations of detectors and other guidelines. Bases with pigtail terminations must mount to a 4" box or ring. WARNING: TO PREVENT DETECTOR CONTAMINATION AND SUBSEQUENT WARRANTY CANCELLATION, SMOKE DETECTORS MUST REMAIN COVERED UNTIL AREA IS CLEAN AND DUST FREE. MAINTENANCE Although cleaning programs should be adapted to the individual environment, we recommend an annual cleaning of any dust from the detector head by using the suction of a vacuum cleane ORDERING INFORMATION TABLE I All sensing heads are compatible with Fenwal bases 70- 201000- 001, -002, -003, -005, -101, -105. "For use with Duct Housing * *LED Pulse Sequence ARCHITECT /ENGINEER SPECIFICATIONS The contractor shall furnish and install photoelectric smoke de- tectors, Fenwal series PSD 7125, 7126, 7129, 7130 and 7131 where indicated on the plans. The combination detector head and twist lock base shall be UL Listed compatible with a UL Listed fire alarm control unit. PSD 7125, 7126, 7129, 7130 and 7131 Series as well as Fenwal two -wire ionization detector and twist lock DETECT -A -FIRE® shall share an interchangeable base. The Fenwal smoke detector shall have a flashing, status indicat- ing LED for visual supervision. When the detector is actuated, the flashing LED will latch on at full brilliance. The detector may be reset by actuating the control panel reset switch. The vandal- resistant security locking feature shall be used in those areas as indicated on the drawings. The locking feature shall be field removable when not required. It shall be possible to measure the sensitivity level of the detector without removal from the base. Measurement shall be ac- complished with a commercially available peak and hold voltme- ter. It shall also be possible to perform a functional test of the detector without the need for generating smoke. The test method must simulate effects of products of combustion in the chamber to ensure testing of all detector circuits. These instructions do not purport to cover all the details or variations in the equipment described, nor do they provide for every possible contingency to be met in connection with installation, operation and maintenance. All specifications subject to change without notice. Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Normal 10 seconds: First pulse within 10 seconds Next pulse within 2 seconds Steady on within 2 seconds - alarm Normal 20 seconds: First pulse within 20 seconds Next pulse within 4 seconds Steady on within 4 seconds - alarm IMPORTANT: Models PSD 7130 and 7131 contain an intrinsic 20 second alarm verification sequence designed to reject spuri- ous interference in high noise environments. These models should not be used with control panels utilizing verification zone modules. TABLE II DETECTOR BASE OPTIONS By using a furnished wire jumper, it shall be possible to check circuit loop continuity prior to installing the detector head. The de- tector shall be listed and approved for wall and ceiling mounting. The detector shall carry a 5 year warranty. Models 7125, 7126, 7129, 7130 and 7131 shall operate over an input voltage range from 18 to 32VDC. To reduce the possibility of false alarms and improve stability, the detector shall perform three alarm identifications at (two or four second) intervals with alarm confirmation on the third iden- tification. Each identification shall be independent and retain digital memory of earlier identifications. Voltage and RF transient suppression techniques to withstand up to 20 volt/meter to be employed to minimize false alarm susceptability. The smoke detector may contain an optional 135 °F fixed temper- ature, self- restoring heat detector. Actuation of this device shall activate an alarm and function independent of the smoke detector electronic circuit. Supplementary SPDT relays and /or remote LED alarm indicators may be installed where indicated. 400 Main Street, Ashland, Massachusetts 01721 (508) 881 -2000 s • • FENWAL INCORPORATED FENINAL® • PROTECTION SYSTEMS DIVISION 4-1/2 in. (114 mm) 0.61 in. (16 mm) 1 FENwAL \'J Extinguishing Agent Supply Reserve Main CAT. NO, -19I018 -001 / 3.28 in. (83 mm) 1.38 in. (35 mm) 2.75 In. (70 mm) Clearance Holes for #6 - 32 Screws (Supplied by Fenwal) DESCRIPTION The Main/Reserve switch shown below is a double pole, double throw switch used to select either main or reserve agent storage containers when a dual supply is incorporated in a system. It is rated at 6 amps at 120 volts AC or DC and at 3 amps at 250 volts AC or DC. INSTALLATION This unit is designed to be mounted, using the two 6 -32 screws supplied, to either an outlet box or a standard work box. Refer to the system schematic for proper wiring. • FENWAL INCORPORATED 400 Main Street, Ashland, Massachusetts 01721 (617) 881 -2000 Holes for Sealing Wire SPARE PARTS No spare parts are required. Main /Reserve Switch P/N 30-191018-001 Halon 1301 Systems DS 30 -012 1.4 in. (36 mm) -, Effective: Jan., 1979 Weight 9 oz. (0.255 Kg) (Seal and Wire Supplied by Fenwal) ARCHITECT /ENGINEER SPECIFICATIONS The Main /Reserve Switch shall consist of a double pole, double throw switch mounted on a single gang plate for mounting on a standard switch box. An exposed handle -lever shall operate the switch and shall have holes for installing sealing wire to act as a deterrent for inadvertent operation. The plate shall bear the legend "EXTINGUISHING AGENT SUPPLY, RESERVE - MAIN." The contacts of the switch shall be rated 6 amps at 120 VAC and 3 amps at 250 VAC or VDC. These instructions do not purport to cover all the details or variations in the equipment described. nor do they provide for every possible contingency to be met in connection with installation, operation and maintenance. All specifications subject to change with- out notice. Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED. Ashland. Massachusetts. Printed in U S A r FIRE CONTROL INSTRUMENTS, INC. Subsidiary of Kidde. Inc KIDOE 269 Grove Street • Newton, MA 02166 -2295 • USA (617) 965 -2010 *Telex: 94 -8212 • FAX: (617) 965 -0659 BULLETIN S- 210/0787 LARM BELLS AND CHIME BM SERIES DESCRIPTION The FCI BM Series Bells /Chimes are designed for use on either non -coded or coded fire alarm systems. The BM Series is available in either vibrating or single - stroke versions. The BM Series Bells /Chimes are of modular design and are built with special materials to provide the loud resonant tones desirable in fire alarm systems. Three different gong sizes and a chime kit are available to provide distinctive sounds and to overcome different ambient noise levels. Gongs and chime kits are inter- changeable with all mechanisms for ease of installa- tion, service, and maintenance. The BM Series Bells /Chimes are designed for installa- tion on a standard 4" square electrical box, and are easily adapted to surface, semi - flush, or outdoor (weather- resistant) mounting. All BM Series bell mechanisms are Underwriters Laboratory listed as fire alarm signalling appliances. FEATURES • Modular Construction • Vibrating or Single- Stroke • Mounts on Standard 4" Box • Low Operating Current • Noise Cancelling Circuitry • High Output Level • UL #464 Listed - File #S2124 SPECIFICATIONS BMVP /G6 BMSP /CHK BMVP BMSP 21 -28VDC Pol. 0.36 Amp Operating Voltage 21 -28VDC Pol. Operating Current .070 Amp Sound Level @ 10 Feet *Average Typical Sound Output: G6 6" Gong 78dB /88dBA 75dB /85dBA G8 8" Gong 78dB /90dBA 75dB /87dBA G10 10" Gong 78dB /92dBA 75dB /90dBA CHK Chime 82dB /83dBA * /82dBA *NOTE: Average dB is calculated from integrated sound power measurements at Underwri- ter's Laboratory per UL 464. Typical dBA measurements made with conventional sound measuring devices in an anechoic chamber indicate the normal output level. On those devices where no minimum dB output level is given, the integrated sound power measurements do not meet the 75dB minimum level required by UL 464. #9020-0226 ORDERING INFORMATION MODEL # DESCRIPTION BMVP 21 -28 VDC Bell /Chime Mechanism, Vibrating, Polarized, Red BMSP 21 -28 VDC Bell /Chime Mechanism, Single- Stroke, Polarized, Red G6 6" Gong, Red G8 8" Gong, Red G10 10" Gong, Red CHK Chime Kit, Red AP Adapter Plate, Red BB Back Box, Red WBB Weatherproof Back Box, Red, 'A" Conduit SFP Semi -flush Plate, Red II Subsidiary of Kidde. Inc. ❑ Fire Control instruments, inc. RIME 269 Grove Street • Newton, MA 02166 -2295 • USA • (617) 965 -2010 • Telex: 94-8212 • Fax: (617) 965- 0659 BB WBB SFP SFL • Low Current • High Intensity Visual Signalling • U.L. Listed • F.M. Approved • CSFM #7300 - 694:110 • Choice of Mounting Styles DESCRIPTION: FCI's Model FSL is athree- dimensional, triangu- lar warning strobe light designed to operate as either a stand -alone visual warning device or, when combined with the model HP -24 vibrating horn, as an audio - visual warning device. The word FIRE is hot - stamped in highly visible red letters on the white translucent face panels. All circuitry is contained within the tough vandal - resistant polycarbonate lens. The U.L. Listed FSL mounts on standard 4" electrical boxes, and is also supplied with a gasket for outdoor use. All 24 VDC FSL series devices are polarized for supervised operation with FCI control panels. ACCESSORIES: SPECIFICATIONS `Typical indoor installation FIRE CONTROL BULLETIN S- 341/0487 INC. VISUAL AND AUDIO- VISUAL INSTRUMENTS, C WARNING DEVICES ►� FSL SERIES Back Box, red Weatherproof Back Box, red Semi -flush Plate, red (for FSL /HP -24 only) Semi -flush Plate, red (for FSL only) FSL/HP -24 FSL SURFACE MOUNTING SFP PLATE 7 NB BOX 9020 -0087 FSL FSL /HP -24 Nominal voltage Voltage Range Current Flash energy dB level @ 10 feet* 24VDC 18 -31.2 VDC .033A @ 24VDC .25 candela -sec N/A 24VDC 18 -31.2 VDC .068A @ 24VDC .25 candela - sec 90 dB Min BB WBB SFP SFL • Low Current • High Intensity Visual Signalling • U.L. Listed • F.M. Approved • CSFM #7300 - 694:110 • Choice of Mounting Styles DESCRIPTION: FCI's Model FSL is athree- dimensional, triangu- lar warning strobe light designed to operate as either a stand -alone visual warning device or, when combined with the model HP -24 vibrating horn, as an audio - visual warning device. The word FIRE is hot - stamped in highly visible red letters on the white translucent face panels. All circuitry is contained within the tough vandal - resistant polycarbonate lens. The U.L. Listed FSL mounts on standard 4" electrical boxes, and is also supplied with a gasket for outdoor use. All 24 VDC FSL series devices are polarized for supervised operation with FCI control panels. ACCESSORIES: SPECIFICATIONS `Typical indoor installation FIRE CONTROL BULLETIN S- 341/0487 INC. VISUAL AND AUDIO- VISUAL INSTRUMENTS, C WARNING DEVICES ►� FSL SERIES Back Box, red Weatherproof Back Box, red Semi -flush Plate, red (for FSL /HP -24 only) Semi -flush Plate, red (for FSL only) FSL/HP -24 FSL SURFACE MOUNTING SFP PLATE 7 NB BOX 9020 -0087 Part No. Sphere Diem. Height* Empty Wt." Fill Range Capacity In. mm In. mm Lbs. Kg Lbs. Kg Ft m 31- 192007 -201 13.2 g , a 20.7 525 28.5 12.9 27-44 12.2-20.0 .656 .019 -202 14.8 22.4 569 36.7 16.6 44 -63 20.0 -28.6 .832 .026 -203 17.3 24.9 634 52.0 23.6 84.101 29.0 -45.8 1.488 .042 204 21.5 29.3 746 99.1 45.0 102 - 196 46.2-88.9 2.833 .080 FENVIAL® PROTECTION SYSTEMS DIVISION FEATURES • 5 CONVENIENT SIZES • 18 - 196 POUND CAPACITIES • UL LISTED, FM APPROVED • REQUIRE NO FLOOR SPACE • ELECTRIC ACTUATION DESCRIPTION Fenwal Spherical Agent Storage Containers (ASC) store Halon 1301 super - pressurized with dry nitrogen to 360 psig at 70 °F. These containers hold from 18 to 196 pounds of Halon and are equipped with a burst disc type discharge valve, a replaceable initiator well, a screen assembly, safety plug and cable assem- bly. Each ASC has two identical bos- mounted check valves which will accept a pressure gauge (standard), an optional pres- sure switch (see Fenwal Data Sheet 31 -016). Either of these check valves may be used for recharging the container. Initiator assemblies must be ordered for each ASC. See Fenwal Data Sheet 31 -003 for ordering information. OPERATION The container is discharged when the initiator is actuated to rupture the burst disc valve. INSTALLATION The container must be rigidly mounted in position with the valve down. Fenwal mounting brackets provide a secure means for wall mounting containers. A lifting ring on the ASC provides a means for raising the container to its mounting location. After the container is secured in place, remove the safety plug and connect the rest of the piping and nozzle specified in the system drawing. Retain the safety plug for use when recondi- tioning the container and whenever a filled container is moved. MAINTENANCE The following inspection and /or maintenance procedures should be scheduled as listed below or performed upon the occurrence of any event which might affect the reliability of the system. A. Quarterly Inspection 1. Check the pressure gauges of each agent storage con- tainer. If the pressure is Tess than 325 psig at 70 °F (22.9 Kg /cm at 21 °C) the container should be removed and carefully inspected by qualified personnel. It should then be reconditioned, recharged or replaced as its condition indicates. Pressure varies with temperature. In the range of 55 °F - 85 °F (12.7 °C - 29.4 °C), this change is approx- imately 3 psi per degree F (.38 Kg /cm / °C). SPHERICAL GENT STORAGE CONTAINER P/N 31- 192007 -20X DS31 -005 Effective: September, 1987 * Height Is from top of Iiftlng ring to bottom surface of flange. Flange mounting holes 5/8 In (15.9mm) diameter located on bolt circle 6-5/8 in. (162.3mm) dia. Flange is 1/4 In. (6.4mm thick for all models except for -204 which is 3/8 in (9.5mm). Average weight for shipping and mounting planning, actual weight stamped on each unit. 2. Check all component supporting hardware and tighten or repair as required. 3. Visually check all components for physical abuse and take whatever action is indicated. Replace the compo- nent if at all in doubt as to its ability to perform properly. B. Semi - Annual Inspection Qualified personnel are to remove and weigh all agent stor- age containers. Losses in net weight of agent must not ex- ceed 5 percent or 10% reduction of pressure, (adjusted for temperature). Container and agent weight are marked on the mounting bracket. All outlet piping must be clean and free of dirt, chips, filings and other foreign material that may become hazardous pro- jectiles or cause the system to become inoperative or in- effective at the time of discharge. NOTE: The safety plug shipped with this container should be retained and secured to the container whenever the piping is removed from a charged container. Charged containers must have safety plug in- stalled when removed from system for ship- ment. The agent storage container shall be a Fenwal spherical (refill- able) container constructed of high strength low, HSLA alloy steel. It shall consist of: fill check valve, burst disc valve assem- bly, initiator, safety plug, screen assembly, cable assembly, in- tegral supporting flanges, 0 -700 psig pressure gauge and pres- sure switch assembly (optional). The containers shall hold from 18 to 196 lbs. of agent. Containers shall conform to all applicable specifications of Dept. of Transportation and Underwriters' Laboratories. The burst disc valve assembly shall be an integral part of the agent storage container and shall be operated by applying elec- trical current to an initiator assembly, which has an electro- explosive device that provides an instantaneous full bore re- lease and discharge of the agent on demand. MULTI -EXIT SPHERES Multi -exit spheres are available. For detailed information consult Fenwal Incorporated, Ashland, Massachusetts. These instructions do not purport to cover all the details or variations in the equipment described, nor do they provide for every possible contingency to be met in connection with installation, operation and maintenance. All specifications subject to change without notice. Should further Information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Printed in U.S.A. ARCHITECT /ENGINEER SPECIFICATIONS RECONDITIONING After a system has been actuated, it is recommended that the • local authorized Fenwal Distributor be contacted for recondition- ing the system. The Reconditioning Kit for this unit is P/N 31- 193005 -001. This kit does not contain the initiator, which must be ordered sepa- rately. See Fenwal Publication 242, "Filling and Reconditioning Fenwal Halon 1301 Agent Storage Containers." Filled containers shall be super - pressurized with dry nitrogen to 360 psig at 70 °F to aid in rapid agent distribution, particularly at lower temperatures. It shall automatically relieve between 850 to 1000 psig in event of excessive pressure build -up. Devices and connecting leads shall be completely supervised. The container design shall permit on -site reconditioning and re- filling. The mounting bracket shall be designed for installation on a wall or other rigid vertical surface and serve as support for the agent storage container and shall be capable of withstanding a thrust of 1000 lbs. for 5 seconds in any direction. FENWAL INCORPORATED di Division of Kidde, Inc. KIDDE 400 Main Street, Ashland, Massachusetts 01721 (617) 881 -2000 • • Part No. Assembly Weight Dim. "A" Appropriate ASC Oz. Gm. In. Mm. 31- 199932 -002 .86 24.5 2.47 62.7 31- 192007 -00X 31- 199932 -004 1.12 32.0 2.69 68.3 31- 192007 -2XX 31- 192022 -OOX 31- 192024 -OOX 31- 192027 -OOX 31- 192028 -OOX 31- 199932 -008 1.30 37.0 5.55 140.0 31- 192019 -00X 31- 199932 -012 1.20 34.0 3.50 89.0 31- 192040 -1XX MAX. EXPOSED TEMP. SERVICE LIFE YEARS F° C° 80 27 5 100 38 3 120 49 2 140 60 1 • FENW1 PROTECTION SYSTEMS DIVISION DESCRIPTION Initiator assemblies are used in Fenwal Halon 1301 Fire Protection Systems to rupture the burst disc valve in Fenwal Agent Storage Containers. WARNING The initiator is a Class "C" explosive. It must be handled and stored in accordance with appropriate local regulations goveming Class "C" explosives. The local Fire Marshal should be contacted for the regulations. Safety glasses or a face shield must be wom when handling these devices. Improper handling, misuse or abuse of this device can cause bodily injury. OPERATION The initiator assembly is activated when excited by a current of 1.5 amps. The assembly is destroyed by its operation and must be replaced whenever a system is actuated. INSTALLATION The initiator assembly . is inserted into a well in the agent storage container. Consult Fenwal publication MC -439 and /or MC -415 for details on the proper installation and testing procedures for this device. MAINTENANCE The initiator assembly should be stored in an area maintained at 70 - 75 °F (21 - 24 °C). The storage area should be dry and secure from unauthorized access to these units. The combined shelf life and service life of an initiator assembly shall not exceai seven (7) years. The service life varies with the max- imum temperature to which it is exposed for an appreciable length of time. See Table I below. • Table I At the end of its service life or seven years, which- ever occurs first, an initiator assembly must be removed and destroyed in accordance with local regulations. If an initiator is installed in an agent storage container that has relieved as a result of an over- pressure, both the initiator and well assembly should be replaced regardless of the initiator's age. The initiator must be destroyed in accordance with local regulations. These instructions do not purport to cover all the detains or variations in the equipment described, nor do they provide for every possible contingency to be met In connection with installation, operation and maintenance. All specifications subject to change without notice. Should further Information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. SPECIFICATIONS FENWAL INCORPORATED Division of Kidde, Inc. MODE INITIATOR ASSEMBLIES HALON 1301 SYSTEMS /N 31.199932.00X DS 31.003 Effective: Nov., 1986 400 Main Street, Ashland, Massachusetts 01721 (617) 881-2000 FENWAL® • PROTECTION SYSTEMS DIVISION Division of Kidde. Inc. KIDOE DESCRIPTION The Wall Bracket shown is used to mount Fenwal spherical agent storage containers and high -rate discharge explosion suppression system containers. INSTALLATION This bracket may be mounted either in the position shown or inverted. Six bolt holes are provided for secure mounting, using 1/2 in. (12.7mm) hardware. The bra dket also may be welded to stanchions, beams or bulkheads. The mounting holes must be laid out to the dimensions shown below to a tolerance of 1/32 in. (.79MM) on each hole location. Mount against a rigid structural member or wall. 400 Main Street, Ashland, Massachusetts 01721 -9903 (617) 881 -2000 11 -1/8 in. 282.6 mm FENWAL INCORPORATED WALL BRACKET P/N 31- 194019 -001 1 .4''''''' 9-3/4 in. 247.7 mm 15 -5/8 in. 397 ma Manufactured from 0.250 in. (6.4mm) stock 13 /x" WALL BRACKET P/N 31- 194019 -001 DS31 -007 Effective: February, 1986 These Instructions do not purport to cover all the details or variations in the equipment described, nor do they provide for every possible contingency to be met in connection with Installation, operation and maintenance. All specifications subject to change without notice. Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Printed In U.SA. FENW PROTECTION SYSTEMS DIVISION • • FEATURES • 180° AND 360° PATTERNS • FIVE PIPE SIZES — .5 TO 2.0 NPT • 51 ORIFICE OPENINGS • FLUSH MOUNTED • HORIZONTAL DISCHARGE PATTERN DESCRIPTION These nozzles are used in Fenwal Halon 1301 Fire Suppres- sion Systems to disperse Halon uniformly throughout the hazard area. Patterns direct discharged Halon parallel to the ceiling thus minimizing the possibility of disturbance to ceil- ing tiles and objects within the room. Nozzles are available to discharge in either 180° or 360° patterns, depending on loca- tion within the hazard area. A selection of orifices is available for each nozzle size to provide correct sizing for appropriate agent distribution. Nozzles are constructed of aluminum with a textured finish. Forged steel bushings adapt 0.5 NPT nozzles to 0.25 and 0.375 NPT pipes. See Ordering Information for sizes and part numbers. DESIGN /INSTALLATION The nozzles are equipped with female National Pipe Threads and are typically installed as close to the ceiling as possible to provide an equal distribution of agent throughout the pro- tected area. Nozzles should be mounted in a downward ver- tical position only. The placement of the nozzles for adequate coverage to all portions of the hazard area is determined by considering the indicated radial throw of each nozzle. When using large nozzles in an area where smaller nozzles have a sufficient radial throw, care should be used to avoid any un- necessary and unwanted turbulence. ARCHITECT /ENGINEER SPECIFICATION This Halon 1301 Fire Suppression System shall utilize discharge nozzles that distribute the Halon 1301 uniformly throughout the protected area. The discharge pattern shall be such that the Halon is directed parallel to the ceiling. The nozzle shall be Fenwal PN/ 31- 19411X -XXX. OUTLINE DIMENSIONS • Pipe Size 0.5 NPT 0.75 NPT 1.0 NPT 1.5 NPT 2.0 NPT A A B C 2.060 1.125 1.375 2.687 1.500 1.812 3.062 1.687 2.187 3.310 2.125 2.625 4.375 2.687 3.687 For ordering information, see other side. ENDANT NOZZLES P/N 31-19411X-XXX DS 31 -031 Effective: Oct., 1987 180° Radial Throw 25 Ft. Radial Throw 40 Ft Radial Throw 45 Ft. Radial Throw 50 Ft. ORIFICE DIA. On.) ORIFICE AREA (In. - 427 -527 .248 .048 -401 -501 .255 .051 -402 -502 .261 .053 -403 -503 .267 .056 -404 -504 274 .059 -405 -505 .281 .062 -406 -506 .288 .065 -407 -507 .295 .068 -408 -508 .302 .072 -409 -509 .310 .075 -510 .317 .079 6 -511 .325 .083 -512 .333 .087 -517 .341 .091 -518 .350 .096 -519 .358 .101 -520 .367 .106 -521 .376 .111 -522 .385 .117 -523 .395 .123 -524 .405 .129 -525 .415 .135 -526 .425 .142 -013 .437 .150 -014 .461 .167 -015 .485 .185 -016 .511 .205 -117 -217 .543 .232 -118 -218 .572 .257 -120 -220 .612 .294 -121 -221 .644 .326 -122 -222 .678 .361 -123 -323 .715 .402 -324 .753 .445 -325 .792 .493 -327 .834 .546 -328 .878 .605 -330 .924 .671 -331 .973 .744 -333 1.024 .824 -334 t078 .913 -336 1.135 1.012 T T T T T T T T T 1.194 1.120 1.257 1241 1.325 1.379 1.394 1.526 1.462 1.679 1.533 1.846 1.608 2.031 1.687 2.234 1.769 2.458 NOZZLE BODY ONLY 31-19411X-X00 T T ISCHARGE PATTERN 8 - 180° 9 - 360° NOZZLE SIZE RADIAL THROW NOZZLE BODY 0 -t /2" 1 - 3 /4" 2 -1" 3 -1 6 -2" 112" (0.5 NPT) 112" (0.6 NPT) 112" (0.5 NPT) w1114" (26) w13/8" (.375) 112" (0.5 NPT) FENWAL INCORPORATED Division of Kidde, Inc. KIDDE 400 Main Street, Ashland, Massachusetts 01721 (617) 881 -2000 ORDERING INFORMATION ORIFICE KIT ONLY 31-19411 4 -XXX 314" (0.75 NPT) 1" (1.0 NPT) NOTE: Both nozzle body and appropriate orifice kit must be ordered to complete a pendant nozzle. 1 112" (1.5 NPT) 2" (2.0 NPT) These instructions do not purport to cover all the details or variations in the equipment described, nor do they provide for every possible contingency to be met in connection with installation, operation and maintenance. All specifications subject to change without notice. Should further information be desired or should particular problems arise which are not covered sufficiently for the purchaser's purposes, the matter should be referred to FENWAL INCORPORATED, Ashland, Massachusetts. Printed In U.S.A. FILE B46901A FENWAL EXCEED-CALC(TM) PRINT-OUT THE HYDRAULIC CALCULATIONS FOR THIS HALON 1301 SYSTEM ARE PERFORMED IN ACCORDANCE WITH NFPA 12A. SYSTEM DESIGN IS BASED ON THE USE OF THE FOLLOWING MATERIALS 1. SCH 40 A53 OR A106 GALV STEEL PIPE 2. 300-LB. THREADED FITTINGS THIS CALCULATION METHOD IS U.L. LISTED (UL# EX2711) DISCHARGE TIME --> 6.90 Sec TOTAL HALON 1301 WEIGHT --> 155.00 Lbs CONTAINER VOLUME --> 2.833 Ft3 CONTAINER FILL DENSITY -_> 54.71 Lbs/Ft3 VOLUME OF PIPING '--> PERCENT OF AGENT IN P/PING --> 0.59 Ft3 22.30 % INITIAL CONTAINER PRESSURE -^-> 360.00 Psig AVERAGE CONTAINER PRESSURE --> 256.71 Psig VALVE FLOW RATE ` --> 22.46 Lbs/Sec / VALVE DIAMETER --> 1.50 In VALVE EQUIVALENT LENGTH --> 58.60 Ft PRESSURE AT VALVE = --> 222.70 Psig AGENT DENSITY AT VALVE --> 68.00 Lbs/Ft3 JUNCTION --> 1 FLOW RATE --> 22.46 Lbs/Sec JUNCTION DIAMETER --> 1.500 In JUNCTION LENGTH --> 2.00 Ft TOTAL LENGTH --> 13.56 Ft WHICH INCLUDES 1 UNION COUPLING 2 90 ELBOW SEGMENT ELEVATION --> -0.50 Ft ELEV PRESS GAIN --> -0.24 Psig PRESSURE AT JUNCTION --> 210.65 Psig AGENT DENSITY --> 61.85 Lbs/Ft3 JUNCTION --> 2 FLOW RATE --> 19.57 Lbs/Sec JUNCTION DIAMETER --> 1.500 In JUNCTION LENGTH --> 27.50 Ft TOTAL LENGTH --> 37.45 Ft WHICH INCLUDES 1 THRU TEE 1 90 ELBOW PRESSURE AT JUNCTION --> 181.05 Psig AGENT DENSITY --> 47.05 Lbs/Ft3 JUNCTION --> 3 FLOW RATE --> 2.90 Lbs/Sec JUNCTION DIAMETER --> 0.750 In JUNCTION LENGTH --> 34.00 Ft TOTAL LENGTH --> 41.81 Ft WHICH INCLUDES 1 SIDE TEE 3 90 ELBOW 1 REDUCER SEGMENT ELEVATION --> -10.50 Ft ELEV PRESS GAIN --> -4.63 Psig PRESSURE AT JUNCTION --> 195.34 Psig AGENT DENSITY --} 54.08 Lbs/Ft3 JUNCTION --> 4 FLOW RATE --> 12.61 Lbs/Sec JUNCTION DIAMETER --> 1.500 In JUNCTION LENGTH --> 1.50 Ft TOTAL LENGTH --> 14.50 Ft WHICH INCLUDES 1 SIDE TEE 1 90 ELBOW SEGMENT ELEVATION --> -0.50 Ft ELEV PRESS GAIN --> -0.17 Psig PRESSURE AT JUNCTION --> 178.34 Psig AGENT DENSITY --> 45.75 Lbs/Ft3 NOZZLE WEIGHT --> 87.00 Lbs NOZZLE NUMBER --> N 1 NOZZLE TYPE --) P180 NOZZLE PART # --> -327 4r./ ACTUAL NOZZLE AREA --> 0.5463 Sq In IDEAL NOZZLE AREA --> 0.5521 Sq In RATIO OF AREAS --> 0.989 JUNCTION --> 5 FLOW RATE --> 6.96 Lbs/Sec JUNCTION DIAMETER --> 1.000 In ' JUNCTION LENGTH --> 1.50 Ft TOTAL LENGTH --> 5.92 Ft WHICH INCLUDES 1 SIDE TEE 1 90 ELBOW 1 REDUCER SEGMENT ELEVATION --> -0.50 Ft ELEV PRESS GAIN --> -0.17 Psig PRESSURE AT JUNCTION --> 175.45 Psig AGENT DENSITY --> 44.38 Lbs/Ft3 NOZZLE WEIGHT --> 48.00 Lbs NOZZLE NUMBER --> N 2 NOZZLE TYPE --> P180 NOZZLE PART # --> -221 ACTUAL NOZZLE AREA --> 0.3257 Sq In IDEAL NOZZLE AREA --> 0.3392 Sq In RATIO OF AREAS --> 0.960 JUNCTION --> 6 FLOW RATE --> 1.45 Lbs/Sec JUNCTION DIAMETER --> 0.375 In JUNCTION LENGTH --> 6.50 Ft • TOTAL LENGTH --> 8.74 Ft WHICH INCLUDES 1 SIDE TEE 1 90 ELBOW 1 REDUCER SEGMENT ELEVATION --> 0.50 Ft ELEV PRESS LOSS --> 0.19 Psig PRESSURE AT JUNCTION --> 168.65 Psig AGENT DENSITY --) 41.25 Lbs/Ft3 NOZZLE WEIGHT --> 10.00 Lbs NOZZLE NUMBER --> N 3 NOZZLE TYPE --> P180 NOZZLE PART it --> -503 ACTUAL NOZZLE AREA --> 0.0560 Sq In IDEAL NOZZLE AREA --> 0.0538 Sq In RATIO OF AREAS --> 1.040 JUNCTION --> 7 FLOW RATE --> 1.45 Lbs/Sec JUNCTION DIAMETER --> 0.500 In JUNCTION LENGTH --> 5.00 Ft TOTAL LENGTH --> 8.20 Ft WHICH INCLUDES 1 SIDE TEE 1 90 ELBOW 1 REDUCER SEGMENT ELEVATION --> 0.50 Ft ELEV PRESS LOSS --> 0.19 Psig PRESSURE AT JUNCTION --> 189.53 Psig AGENT DENSITY --> 51.18 Lbs/Ft3 NOZZLE WEIGHT ` --> 10.00 Lbs ^ / NOZZLE NUMBER --> N 4 NOZZLE TYPE --> P360 � NOZZLE PART # --> -027 ACTUAL NOZZLE AREA --> 0.0483 Sq In IDEAL NOZZLE AREA --> 0.0469 Sq In RATIO OF AREAS --> 1.030 FENWAL INCORPORATED' NCOR THE FIRE EATER t ' 1 September 16, 1988 WINGERTER LABORATORIES INC. Engineering Testing and Inspection Service Established 1949 Village of Miami Shores Building & Zoning Department 10050 N.E. 2nd Ave. Miami Shores, Florida 33138 Attention: Mr.Frank Lubien Re: Barry University F.A.A. Building Engineering Testing and Inspection Services Threshold Inspection Dear Mr. Lubien: This will confirm our telephone conversation of September 13, 1988. WINGERTER LABORATORIES, INC. has been retained by Mr. Tim Czerniec of Barry University to provide, Engineering Testing and Inspection, and Threshold Inspection services at the subject project. I have attached a copy of our Threshold Inspector's Mr. .'Felix Pegeuro - Guerro, P.E. Certificate. As requested, you will receive copies of, all testing and inspection reports as they are performed throughout the project. Should you have any questions, please contact me. Very truly yours, WINGERTER LABORATORIES, INC. Dennis Herbe Vice President - Marketing Director DH /JFG Encl. cc: Mr. Tim Czerniec 1820 N.E. 144th St • Drawer L • North Miami, FL 33261 -1529 • (305) 944 -3401. 1 -800- 345 -SOIL • FL. Certificate #F -614 2090 Hendry Street • Ft. Myers, FL 33901 • (813) 334 -4230. 1 -800- 722 -4163 STEEL• CEMENT. CONCRETE • INSPECTION PAVEMENTS •'LEST BORINGS • SPECIFICATIONS • CONSULTATIONS FLORIDA BOARD OF BUILDING CODES AND STANDARDS 2740 CENTERVIEW DRIVE • TALLAHASSEE, FLORIDA • 32399 This is to car* Met Felix A. Peguero G. whose signature appears below is a curter* registered architect or professional engbieer in the State of Florida and meeting the requirements of Rule 9903.5 F.A.C. is authorized to act as a special inspector for buildings ae required by Sec. 553.79(5)(a). F.S. e/7 / ter// " 0573 ISPAR1VEE OF 601111UNTYf AFFAIRS RIM ISM If WILQIU CODES ANO STA IRMS 2571 EXECUTIVE cTEII CMCLE. EAST • TALLAN SSE. MAMMA • 32301 This is to certify that Felix A. Peguero G. whose signature appears below is a currently registered architect or professional engineer in the State of Fla. and meeting the requirements Of Rule 46-15 F.A.C. is authorized to act as a special inspector for threshold build' required by Sec. 553.79(5)(al. F.S. _Li PE 34473 Fap: 0323.3./89 By Fl. Bd. at Bldg. Codes & Stands. mom 487-1824 Ra. Nog. No. 0 5 7 3 By: 15dat/c_ FL Bd. of Bldg. Codes & Stands. 4110) 487 -1824 PE 034473 Fla. Reg. No. AFFIDAVIT FOR 30 DAY TEMPGRAAY-EL4CTRIC SERV1Ce fro bo exea ,tied l +y Qwrt a and/or Tenant, BuUding & Eieczical CorttraettP NOT ELECTRIC`` SERV I D ISCONNECTED e "alt `("Hour NOTI CETe UPON 30 QAY . TERM iNATI ON• UNLESS APPLICATION IS RENVED It is understood that the cemporary-- alecuical approval by the Dade County Building 3e. Zoning Department Oat iu Lecdon with the building being constructed Ruder Building ferrnit No. Electziccil.Permit No. 28648 11500 N. Miami ivenue aQQ_A4 ,_Barry University, ntra N. 2nd Avenue `' NeR Lag Oven only for construction purno ea or for teating the following installations being made in said st;tucttwren' paragraph 4501.2(c) (3) of the South - Florida, Building Cods- provides for a 30 -day rmaxiinum approval only in an URGENT =IT( for electric current exists. Necemity shad include the use of current for irrigation, security, humidity control, • geaoey power and lighting, such as for testing or cvastrucxion purposes, provided the Electrical Contractor and owner does xyagreer to assume the responsibility 'of maintaining. the installation in such a meaner that time is no hazard to life. and Y• . t approval is in no event to be considered a release of said, structure for purposes of era and occupancy, and no ocpnpnmr-r . be granted or permitted until final inspections have beets. called for and approved. by the inspection divisions concerned, sa occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation. and, tic power can be cur off at the discretion of the Building and Zoning Department and will be disconnected if the lufld- ou exncd. is occupied before anal inspections are apinuvcd and occupancy permit obtaineid.. Barry University , being first duly sworn, depose and say that I am the :rot the above described property, and that I agree•that, the structure covered in this agreement %hall not be occupied the building contractor has obtained approval of final inspectio `,` A' /t� r�� %mot Sl, NA TUAEOF OWNER v;'i eg'sx Zi-Me/ACC it and subscribed before me- this .,._. of , 19 1 , Notary Public, 0 arida. at Large ntntnission expires: NOTARY PUBLIC UAW nE £' ORIRA my LOMINISSION EXP. MAR. 2,1993 BONDED•THRU GENERAL INS. UND. Sidney F : Schreidell , being first duly sworn, deposer and say. that I UM the ricers Contractor for the above. described property anti that the electrical installations as now existing will not create a. f hazard if temporary— serrics is connected.. d subscribed before- men this ___. )f ,19 . L° , Notary Public, of otida. at Large �ISS1Qn aKpileE�fir 4G S�AVEF 6i �'�� N 9r3V4tr f a 1!X� $EP'o 7i'1l99 WIttO i11I traggAt 144, yNDv eN1�4'P1 SS PI 11.,199 NY EQP7ll1SSI , BONDED YOU GENERAL INS. UND. , being first duly swotzt', depose and say that I the A rpt lug Coutractorof the above described property : that I will not permit occupancy of this building until. . . F '4 , eta= have been called for by the contractors and sub-contractors concerned and final approval by the inspecftfon • on obtained anct. that L have the authority insofar as the owner of said r o • erty ' coo cemed to • -• it o Nancy n. and subscibed before me this /4 . of Florida at Large- NOTARY PUBLIC STATE OF FLORIDA OLIFIlliSSiCII expires:. MY.COMMISSION EXP. Aug. 20.1992 BONDED THRU GOMM. INS. UND, I GNATURE OF ELECTRI CAL INSPECTOR Released to F F. &L'. by: • Date: Na i ie To ; _ SIGNATURE TAa IGNATURE. F $1J7Lpti -1ta CONTRA OTAAY ?'UBLIC IS zoning Ordinance No. 270 Side Yards: Two re- quired (except as otherwise specified below) each having the minimum width specified below. Rear Yard Depth ted nearer to any plot line than a distance equal to Accessory Buildings No limitation, except that no acces- sory building shall be located in any front or side yard. Same as specified for S -1 districts. No limitation, except that no acces- sory building shall be located nearer to any street line than the distance of the nearest main building from that street line, except for structures in- cidental to the operation of a park or country club. iimensions as may be shown on a site plat covering the complete establishment, including all driveways, automobile parking areas walls, fences and landscaping for the screening of such areas, he planning board as provided in Article VI. _'ard th dimensions as may be shown on a site plan, which need cover ,imum distance of buildings from street lines, approved by the ird as provided in Article VI. shall be l oc the building Minimum Yard Dimensions )ermitted in R districts: Same as specified in R districts. ng lots: As may be designated on site plans thereof, approved by the planning board as provided in Minimum: Off - Street Parking Space Off - Street Loading Space 1. For uses permitted in R districts: Same as specified for such districts, and located as prescribed therefor. 2. Colleges: One parking space for each class- room plus one parking space for each 10 students or 'fa of the additional parking spaces otherwise required by this section for auditoriums, whichever may be greater. Dog track or race tracks: One parking space for each 5 seats provided for patrons' use or one parking space for each 200 square feet of gross floor area, whichever may be greater. Such space as the village council may deter- mine to be adequate. For uses permitted in R districts: Same as specified for R districts. For parking lots: Not applicable. General Provisions: (a) Mixed uses: In the case of mixed uses, the total requirements for off - street parking shall be the sum of the requirements of the various uses computed separately and off - street parking space for one use shall not be considered as providing the off-street parking for any other use. (b) Measurement: For the purpose of this ar- ticle, floor areas shall mean the gross floor area measured at the exterior walls. In churches and other places of assembly, in which the occupants utilize benches, pews or other similar seating facilities, each 20 lineal inches of such seating facilities, shall be completed as one seat for the purpose of computing off - street parking require- ments. (c) Unless otherwise indicated, the parking and loading space requirements herein set forth are minimums. (d) The off - street parking areas. required by this ordinance shall be located on the same lot or parcel of land that they are intended to serve; provided, when the size, shape or location thereof prevents the establishment of such areas on the same lot or parcel. Osiris Security & Investigations Consultants Inc. P.O. Box 110443 Hialeah, Florida 33011 Telephone (305) 871 -4625 Digital Pager (305) 353 -3874 Mr Frank Lubien - Department Head Building & Zoning Department Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, F1, 33138 Cert. Recpt.# P149- 475 -257 Tuesday, January 16th 1990 Ref: Building Permits issued to Barry University for work done at their FAA Building located at 11300 NE 2nd Avenue, Miami Shores Request for a list of all contractors and sub - contractors working on this project as well as any records of Violations of Building and Zoning found by your Department during its construction. Dear Mr Lubien: Pursuant to the provisions of Florida State Statutes (Chapter 119 - Florida Public Records Law) we are hereby respectfully requesting that you provide us with access to the file or files containing the information pertaining to the aforementioned construction project at Barry University (the FAA BUILDING, 11300 NE 2nd Avenue Miami Shores); or that you provide us with a list of all contractors or subcontractors that worked in this project as well as any records of violations pertaining to Building and Zoning Laws or regulations found by your department during the duration of the project. If you have any questions please feel free to contact us at your convenience at 353 -3874 (Digital Beeper) or at 871 -4625 (Office). Any he hat you may be able to render to us in this matter will be de appreciated. Presid .t/ siris Inc. (gip LT g++ �J t (0 j10 No. 1 REPORT OF: WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Services 1820 NE 144th Street, North Miami, FL 33181 August 21, 1989 MATERIALS ENGINEERING OPINION No.Miami (305) 944 -3401 Ft.Myers (813) 334 -4230 CLIENT: Barry University BUILDING PERMIT NO.: 28365 PROJECT: Barry University, FAA Building Project No. E -7101 LOCATION: N. Miami Avenue & NE 115th Street, Miami Shores, FL. REPORTED T0: Barry University 11300 NE 2nd Avenue Miami, Florida 33161 ATTN: John A. Smiley, Jr. ER T IF IC A T I 0 N We affirm that we have observed the construction of the referenc- ed project as far as the structural frame and elements. The results of our inspections are fully documented in our Reports of Materials Engineering Site Inspection No. 1 through No. 43. The basis of our observations are the originally approved official documents which are the Project Manual prepared by Architect/ Engineer of Record: Spillis Candela & Partners, Inc., and permitted plans. These documents include the Special Inspector requirements and Inspection Plan. This certification is limited to the structural frame of the building including primary and secondary framing systems and elements. This certification does not apply to elements such as fire protection, roofing, mechanical /electrical systems, architectural components, site work or other elements not contributing to the capacity of the structural frame. Moreover, it does not include the inspection and /or verification of any safety provisions as required by OSHA or other safety standards which applied during the structural construction period. WLI Order No. 16826.13 1 As Special Inspector of Threshold Buildings, I and /or my duly authorized representative notified the Contractor, Building Official, Architect /Engineer of Record, and the owner of the following: a) Work which was not being done in accordance with the approved official contract documents. b) The use of materials, equipment, or workmanship which did not conform to the official contract documents or which may have caused improper construction which would not have been acceptable. c) The recommended removal or repair of faulty construction or of construction performed without inspection and not capable of being inspected or tested in place. d) Requests for interpretations and clarifications from the Architect /Engineer of Record. Records were maintained recording the construction progress, approvals and /or modifications, observations and inspections, suspect- ed deviations and nonconformances, as well as working conditions. The reports were promptly generated at the end of the period covered and distributed to parties involved. Final inspection was performed on August 11, 1989. To the best of my knowledge, belief and professional judgement based upon our performance of the observations at the scheduled times, and as set forth in the Structural Inspection Plan approved by the enforcing agency, the work was performed in substantial accordance with the official contract documents. The official contract documents are defined as the permitted plans, recorded addendums, and project manual with all approved modifications. Respectfully submitted, WINGERTER LABORATORIES, INC. /fib �. � Fel x A. Pe•u-�o- Guerrero,PE Special Inspe .or No. 573 82//$9 The original of this report was signed and sealed by the above engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. P -124 / Time Charges: Engineering 5.0 hours. WLI Order No. 16826.13 2 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION - SECTION 5 • BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH FORM 500-8 6 ADMINISTERED BY THE DEPARTMENT OF COMMUNITY AFFAIRS PROJECT NAME: ADDRESS: CITY, ZIP CODE: r 1 46. P1 1 r S i t BUILDER: OWNER: eib,I,e- uL)I\jer4'T 1 BUILDING INFORMATION COMPONENT e OW ¢ cc cc Concrete Block Structure (CBS) Wood frame Other Other Under Attic Cavity Single Assembly 1 Other Total Conditioned Floor Area Concrete Over Unconditioned Space Wood Over Unconditioned Space Slab on Grade Clear Single Glaze Clear Double Glaze Tint Single Glaze Tint Double Glaze Skylights Other Wood Metal Insulated Other U -VALUE (Total) U= U= U = U = U= U = U= U = U = U = NET AREA (Square Feet) I S 541 U= u= U= U= u = U= U= 44 1 0 1 Total Lighting Wattage Total Conditioned Floor Area (sq. ft.) 4/ !. 3' Lighting Budget Maximum G9-160 Ci0 loa I. 5 1 Watts/sq. ft. e . Watts/sq. ft. AIR CONDITIONER EFFICIENCY HEATING SYSTEM TYPE HEATING SYSTEM EFFICIENCY HOT WATER SYSTEM TYPE Uo wall Allowable 10.5ct U roof /ceiling Allowable U roof /ceiling Actual ®r U floor Allowable ®► U floor A tual NI* ' OTTV wall Allowable r��'I I OTTV roof/ceiling Allowable OWNER/AGENT: DATE: 88 STATISTICS: RESIDENTIAL AND NON - RESIDENTIAL BUILDINGS (SEE S. 5(11.1) PJd22`! Uv►VGl2Wtf ZONE: 1 t ©® 14.e. 2. QAf ` ,, BUILDING CLASSIFICATIONS : BUILDING PERMIT NO.: 4C (EER U wall Actual CL 1 3 In accordance with Sectiun 553.907 FS.. heiet y certify -that the plans and specifications covered by dais calculation are in compliance with the Florida Energy Code. SYSTEMS INFORMATION MOM PERMITTING OFFICE: A O �� J ' JURISDICTION NO.: 414 ) or (SEER ) or (COP Gm • CO STRIP B HEAT PUMP 0 GAS Q OIL ❑ SOLAR ❑ COP or EFFICIENCY = ' v5 % (Steady - state) ELECTRIC HEAT RECOVERY ❑ GAS ❑ OIL ❑ SOLAR ❑ DATE: 0 complying under the provisions of S. 5021, enter the combined U values for the entire envelope in this section. U envelope Allowable OTTV wall Actual OTTV roof /ceiling Actual BUILDING OFFICIAL- ."`"'"'" Uo envelope Actual q.1 1f� Review of the plans and specifications covered by this calculation indicate com- pliance with the Florida Energy Code. Before construction is completed, this building will be inspected forIice in accordance with Section 553.908 F.S. V WALL TYPE GROSS WALL (sq. ft.) GLASS AREA — (sq. ft.) DOOR AREA — (sq. ft.) NET OPAQUE = WALL AREA (sq. ft.) B. '6- e ® 3 t t 01 5 1. 1 S B. • 9,,C c. D. E 1,51 • q ,r V COMPONENT _ R -Value Outside Air Film Inside Air Film Wall 0. i l 0•6.8) Ceiling 0 • l `, 0 % 6 V Floor • 9,,C OR SINGLE DOUBLE CLEAR (sq. ft.) TINT (sq. ft.) SHADING COEFFICIENT CLEAR (sq. ft.) TINT (sq. ft.) SHADING COEFFICIENT N 14 1 • 9,,C NE . E 1,51 • q ,r SE Z0, . g' SW W ° Z 6 0 p 1.( NW INT I Z O ® I er TOTAL 1 018 PERMIT NO. = CHECKED by SECTION 5 WORKSHEET FOR ENERGY CALCULATIONS BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH State of Florida Energy Code ) FORM 500-86 1. GROSS WALL AREAS A) WALL TYPE: C B) WALL TYPE: C) WALL TYPE. D) WALL TYPE: = 2. GLASS AREAS (Includes areas of windows, sliding glass doors, glass entrance doors) GLASS TYPE AND AREA BY ORIENT 3. DOORS (EXCLUDING GLASS DOORS) Door area in exterior building envelope = sq ft. Interior door area separating NC from non A/C spaces = ' ` Z sq ft TOTAL OPAQUE DOOR AREA = sq ft. 4. NET OPAQUE WALL AREAS 5. ROOF / CEIUNG AREA ROOF /CEILING TYPE t 1200 2'0 °O TOTAL GROSS ROOF /CEILING AR = SKYLIGHT (SHADING COEFFICENT = TOTAL NET ROOF /CEILING AREA = AREA Zib 2- 9 3 3 sq. ft. 2 WP s ft 6. AIR FILMS (LIST AIR FILMS IF USED TO DETERMINE U VALUES _ 1DI TOTAL GROSS WALL AREA = • I ti b 1 sq ft. sq ft. sq fL sq ft sq ft sa. ft. 0 TOTAL GLASS Pzoject Zane: //IP.4: VII i Sl 00.1 1 Rcof /Cep. l ire Assa=1: : e: Floor (over Bcn A/C s:xce) te: Typical Section Roof /Ce ?irc Ass =.b1.7 e: Floc: (oyez- Bon A/C sra.ce) roe: T Section o=, � CL ^_L'.aa w " rs._.r --azca Viz-s• c^ -aane ?oot,'Cz; : e - ?± DUT ro . Ate. F'u-t 0.11 PS= -UP p. t ©,33 � — O. 1 Bd5 ►A �t��I � - 1 O, 3'. Ni 416v4i olami Ig5Lu 'tlpa)C4, ©. ht.) 2 ' I -° 1 "Cone .Stile, o..5 MIEVIMIT= I—ra2za II Cr, nuTtilDe A;P, FIGN o- I _ G_!iMErNY. L___ Tit+t ► . S f elt o -0G t 5/8 " 1L.1 woo o d, NIGt!4 • Osue.. Al la. S174.cG 1,00 i %- ILL rr. 1 N s. 19.0a i St.- m- :...'• I 9tari.= Date T/ Sheet Rerrz.1.== ° . =o c�3 I 0.06 �_. --o =_47 0.5'0 1 QJZ& J .! y . Oc!'�SIr�e &ie. �lI.� 0,11 1 0, 1 f 4.9 • x . O loncrite - fie, Se n 0 .'5 . 1 0. II N , 1 " STuCo O_ 1 o.20 I t • 0 & M .% .. l' Nal lt,, e.a ‘..)q . 1 i 10. S l�► s � C ��f �+kCi�� 0,14 1 T P I to ©, tos■oe but i� ) l t , , .': H_!4 l '.5. Typical 6 P S.-an .. _ 1 D .D Project Name: ' FZhalR liOlV�ib ' .. i 1 4 1 Date: 7/ 6 f Sht.#E Address: 1 - Miami, Florida Architect: �� �5 j CAei cilQwrt..ees Owner: ceriar wall type: Section E ez-± or wall t. oe: Typical Section .all C 2---.a iox ct ."==a, Yates CB—values) for ** r'ro1=: ::5 H —ZaLte r Szti of ? : --�" 32,,1 1. a 22 i z.• o 0.:L7 I O.ii 1 cr:0 �a —� P..ztto a.a5 I .4 1-1 rii I WAILS .. ARE Sq. ft. R00F /c E INrs A x U 1 GROSS WALL AREA So. ft. U -VALUE A x U 10 GROSS RooF /CLG. '21 3 3 11 %a 3 11 OPAQUE ROOF# 1 Sct04i 0•OS 1VII 12 OPAQUE ROOF # Z 410 0,604 I g j 13 OPAQUE ROOF # OPAQUE WALL # 14 SKYLIGHTS 15 ATTIC ScurrsE 2 70 J 9 LINE ACTUAL U = 8 16 _ LLIE 1 Energy Code AIIOWABLE VALUE mar Walls 0.39 1 Energy Code ALIEWABLE VALUE for Walls 17 18 Total of Lines 10 through 17 14 t9 V/ 19 ACTUAL U = ISM 18 44)5 a LINE 10 — Enery Code ALLOWABLE II-VALUE for Roof/Ceilings I 0.10 I .4 1-1 rii I WAILS .. ARE Sq. ft. U -VALUE A x U 1 GROSS WALL 2 GAS 9'D l 4 11 %a 3 OPAQUE DOORS (Wood or Mtl.) 'r1 ?1 0 pu . !1 OPAQUE WALL #III 8 5 0.40 1 5 OPAQUE WALL # 6 OPAQUE WALL # 7 8 Total of Lines 1 through 7. ... 2 70 J 9 LINE ACTUAL U = 8 C3.1: _ LLIE 1 Energy Code AIIOWABLE VALUE mar Walls 0.39 1 Energy Code ALIEWABLE VALUE for Walls O.b8 1 FLOORS OVER UNCONDITIONED SPACES: U Actual (Calculated) _ NI/0 U ALLOWABLE by Code = 0.38 CALCUTATION OF ACTUAL THLRM L TRANSMITTANCE VALUES FOR COMPONENTS Sheet # (BEATING COMPLIANCE FOR BUIIDDIC,S ) For Buildings 3 stories ar less) Far Buildings over 3 stories) WALLS • Sheet cTION .a.;.,L QF O4!:w, RiMPMLL Tai:Slr J1{.`iI TTAL= FOR WAILS (O.717. • r' '= EIDGS COOL' TG LI N E 3 k 5 6 7 8 9 BUZLiD= s WALL caEONLITS c-2MS WALL DCCBS (WOOD 0R 1 ) PEON. OPAQUE WALL #I OPAQUE WALL # OPAQUE WALL CONDUCTION HUT GAIN = (Ir A �) + (D Ag At) U -VALUE At = MAT CA -1213Y CONDUC= AEU in sq. t. h sa.ft., t.) 1 3I t of 1 1•o4 161 otoi 13 At 14r1. 44 1 2.5c1 ibSIs TOTAL MAT GUN 3Y CONDLDT20N (ADD LIi= 1 TERCUCE 8) RADIATI L O O NM T GA t TBSOU GIA S - USING OE�Y', MASS =In . .., . TE=S _ _ SFADZIG CC.-..77F: DN SOLAR ACTOR ?: SLY a (A Z CS? x Sc) = _ DC PZ2 OR= ATION OF GL:SS . a ' - AMA ( d o ) sq. x . OP:=.ITATION S0L2, FACTCR (OSr) FROM -M TA 5-2L e State of F1cr da 1 del Eater= Code SFAD=G RADII= =^ =".' GA IT CCM:7 1=1T (SC) 10 NCZTH 1 1/% 17.3 /%(-- 6 i e, 60 ° f 11 NCF Tru,71 ST 83 22 ?3ST 1-J 1163 I . B 4 4 13 SCL"L.. AS' T 255 ..VLI' L SOUTS S Or. 137 IAI,kiri; SC�.�T • 155 ,i' T 14-0 316 ( % Q 3gAsa NCRTEIM T 83 I 4 0 4.. 1V& 61 1 .9r . ci t4 420 20 Tau', RADIATION BEAT GUN ( ADD LII S 10 TERCUGH 19) t OTTY � ACTUAL � MI 9 L 20 = G 5 4i 0 1 + 116S62, a � I•I t' L11�1 2 D�l� OTTT ALLOWA.BI3 ( .CM TASI 5-2 OF STAT OF FIC 22 GY OCDE) 1 29.7 WALLS • Sheet cTION .a.;.,L QF O4!:w, RiMPMLL Tai:Slr J1{.`iI TTAL= FOR WAILS (O.717. • r' '= EIDGS COOL' TG LI N E 3 k 5 6 7 8 9 BUZLiD= s WALL caEONLITS c-2MS WALL DCCBS (WOOD 0R 1 ) PEON. OPAQUE WALL #I OPAQUE WALL # OPAQUE WALL CONDUCTION HUT GAIN = (Ir A �) + (D Ag At) U -VALUE At = MAT CA -1213Y CONDUC= AEU in sq. t. h sa.ft., t.) 1 3I t of 1 1•o4 161 otoi 13 At 14r1. 44 1 2.5c1 ibSIs TOTAL MAT GUN 3Y CONDLDT20N (ADD LIi= 1 TERCUCE 8) FROOP • Sheet # , " P ^7i1 Q11 C' 0Mt= T�'r2 .3t MLIMMS =C:T 7A := ?.CCICS (CST .. r :�r� Erzm., ELM= . CAIN M S'E 4.LC-.':s * (138 1 SC EIC a. _ 1.m., Sr' 1G C . S I _ DEr_ IIAM1 FaZi CI h =MON 5 0? =IL" 0? grr71s!I SE D=IG (S.C.) 9I ss...TC -3 138 2 s� 138 138 77! 138 1 1 c'r :?.1"= MIT GLUT (3DD 1.= 9 C 22) 1 I 0''T., 101.E = LZE 0 :7277 .L=4.711?T mat mv=r3540?SZ ,Cry ?r cam) I 8.5 Spillis Candela & Partners, Inc. Architecture Engineering Planning Interiors August 31, 1989 Mr. Michael A. Devaney Chief Electrical Inspector Building and Zoning City of Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, Florida Re: Barry University - FAA Building SC &P Project No. E -7101 "Video EMT Conduits" Dear Mr. Devaney: As per our conversation yesterday and in full agreement with your request, Spillis Candela & Partners offers you the following: 1. The subject conduits and fittings were out of the scope of our work. Please read attached letter from the Digital Co. 2. It is unfortunate that the installation is not in accordance with our Specifications and truly does not match the quality of the rest of the work. 3. Spillis Candela & Partners, the Architects /Engineers of Record, will accept the installation only because: a. It does comply with the National Electric Code. b. Conduits will be used for video cables only. c. Conduits were installed to comply with the South Florida Building Code (plenum environmental air). d. Video cables could not be obtained in Teflon and routed with the rest of the Teflon wires presently installed in the cable tray. e. Obviously, Barry University benefited monetarily by buying less expensive components for the installation. We hope that the above reasons are satisfactory to you as they are to us. 800 Douglas Entrance Coral Gables Florida 33134-3119 305/444 -4691 FAX 305/447 -3576 Peter J. Spillis, AIA Hilario F. Candela, FAIA Julio Grabiel, AIA Donald J. Dwore, AIA Aramis Alvarez, AIA Guillermo F. Carreras, AIA Guy Butler, AIA, RIBA Walter J. Fleck, PE Dean K. Newberry, IBD Howard I. Melton, AIA Spillis Candela & Partners, Inc Mr. Michael A. Devaney August 31, 1989 Page 2 If you want anything else, feel free to get in contact with this writer. Rafael :ecquer Constr tion Administration RB:mvm Attachment cc: Mr. T. Armstrong DEC Mr. J. Bauza Mr. T. Czerniec Mr. J. Iglesias Mr. M. Morales Mr. J. Smiley File Og flDN ALIG 31 'BS 10:43 DIGITAL —MIAMI F'AGE.32 August 31,1989 Rafael L, Becquer,_ "" Associate Vice President Spillis Candela & Partners,Inc. 800 Douglas Entrance Coral Gables, Florida 33134 -3119 Ref: Barry University 4" EMT conduits for video cables. Dear Mr. Becquer: During a telephone conversation with Mr. Ulloa,of Barry University, he requested that I explain to you the conditions under which the EMT conduits,for video cables, were installed in the new FAA building. Here are the facts: 1.-- The number of EMT conduits,their routing and their final positioning were designed by Mr. John Smiley,of Barry University. During this process the conduit routing was changed four times. 2.-- All instructions and specifications were conveyed verbally by Barry University. 3.- Directions during installation were given by Barry University. Basically,the work was supervised by Barry University. 4.- All conduit work performed meets the Nationa3. Electrical Code. S hope this would clarify the conditions under which this installation was done. If you have any questions please do not hesitate to contact me. RECEIVED FROM 2624811 Digital Equipment Corporation 6101 Blue Lagoon Drive, Suite 100 Miami. Florida 35126 (305) 264.6092 ** TOTAL PAGE.OE ** 8.31.1989 11:41 P. 2 No. 1 REPORT OF: CLIENT: PROJECT: LOCATION: REPORTED T0: We affirm that w ed project as far as of our inspec,tip are Engineering < to Ins The official Engineer plans. T Inspecti WINGERTER LABORATORIES, INC. Engineering Testing & Inspection Serves 1820 NE 144th Street, North Miami, FL r 3.81 August 21, 1989 MATERIALS ENGINEERING Barry University Barry University, N. Miami Avenue &, Barry University 11300 NE 2nd Avenue Miami, Florida 33161 ATTN: John No r s ianr (305) 944 -3401 Ft. er6.(813) 334 -4230 ING PERMIT 28365 ect No. E -7101 Miami Shores, FL. nstruction of the referenc- and elements. The results in our Reports of Materials No. 43. serva ons are the originally approved the Project Manual prepared by Architect/ Candela & Partners, Inc., and permitted the Special Inspector requirements and limited to the structural frame of the d secondary framing systems and elements. apply to elements such as fire protection, cal systems, architectural components, site This `X cer ication building i udin r This certifi does no roofing, mechahts 1 /elec work or other e1 i s not contributing to the capacity of the structural frame. Moreover, it does not include the inspection and /or verification of any safety provisions as required by OSHA or other safety standards which applied during the structural construction period. WLI Order No. 16826.13 1 I As Special Inspector of Threshold Buildin authorized representative notified the Contracto Architect /Engineer of Record, and the owner of th a) Work which was not being done in accordance official contract documents. b) The use of materials, equipment, or W` conform to the official contract doc` caused improper construction which would no acceptable. c) The recommended removal or rep* construction performed withou i being inspected or tested in d) Requests for interpretatia Architect /Engineer of Recor Records were maintained approvals and /or modificatia ed deviations and nonco reports were promptly e distributed to parti August 11, 1989. my rm man= ne with the officia, ,c.ontr,ct are defined , the manual wit � rmances," r olved. Fin : nowledge, be e of the obse \ \Structural I we was pe do' t 4,4,11179S# r` tted ppans, oved m icatio i s 0 T To the best of based upon our perfo and as set forth in enforcing agency, t s all a P rkmanshis` Fiicn,did not : s or which ma have recor -> ervat a well th end P -124 / Time Charges: Engineering 5.0 hours. t I and /or my duly ilding Official, owing: with the approved ulty \ construction`'r of n a'1 not capable of ons from the construction progress, inspections, suspect - ng conditions. The the period covered and ins p ion was performed on e.u and professional judgement at` ons at the scheduled times, petion Plan approved by the r in substantial accordance k official contract documents ecorded addendums, and project Respectfully submitted, WINGERTER LABORATORIES, INC. 401 AnTA / / Fe ix A. Pe•u t o- Guerrero,PE Special Inspe or No. 573 The original of 1�� report was signed and sealed by the above engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. WLI Order No. 16826.13 2 SJ7e ? ao.;4,x, Spillis Candela & Partners, Inc. Architects Engineers Planners July 11, 1988 Mr. Frank Lubian Building Official Miami Shores Village Hall 10050 N.E. Second Avenue Miami Shores, FL 33138 Data Sheet RE: Barry University, FAA Building School of Computer Science Dear Mr. Lubian: Outlined below is the summary of square footage: Enclosed Open First Floor 27,000 6,500 Second Floor 15,000 300 Total 000 6,800 Summary of total capacity: Students 620 Staff 80 Sincerely, Jorge Iglesias Project Manager Jl:bmw 700 800 Douglas Entrance Coral Gables, Florida 33134-3119 305/4444691 Peter J. Spillis, AIA Hilario F. Candela, FAIA Julio Grabiel, AIA Donald J. Dwore, AIA Aramis Alvarez, AIA Guillermo E. Carreras, AIA Guy Butler, AIA, RIBA Walter J. Fleck, PE ?CANT 1, ISA DOCUMENT 00825 - INSPECTION PLAN FOR BARRY UNIVERSITY FAA BUILDING MIAMI SHORES, FLORIDA A/E PROJECT NO. E -7101 A/E OF RECORD: SPILLIS CANDELA & PARTNERS, INC. PREFACE: These guidelines are intended as "guidelines" for the Special Inspector and are not intended to surrogate the requirements of the Building Official. Further, it is not intended that the Contractor's contractual and statutory obligations are in anyway relieved or foregone by the presence of the Special Inspector. The Contractor has the sole responsibility for deviations from the Official Contract Documents. The Special Inspector does not replace the duties of the Building Official nor the quality control personnel of the Contractor. I. OBLIGATIONS The Special Inspector is obligated to both the Owner and the Building Official for observing that the work is executed in substantive accordance with the Official Contract Documents, which are defined in the Project Manual. It is the obligation of the Special Inspector to notify the Contractor, the Building Official, the Architect - Engineer of Record, and the Owner of the following: A. The use of materials, equipment, or workmanship which do not conform to the Official Contract Documents or which will cause improper construction which is not acceptable. B. Work which is not being done in accordance with the approved Official Contract Documents. C. The recommended removal or repair of faulty construction or of construction performed without inspection and not capable of being inspected or tested in place. D. File reports hereinafter described with the Building Official, and the Architect - Engineer of Record and the Owner. E. Write and file such other structural reports as may be required by the Building Official. Project No. E -7101 ADD. C 00825 -1 F. Make other structural inspections as required by the Building Official. II. REPORTING INFORMATION AND OBSERVATIONS The Special Inspector's reports are secondary to actual observation during construction. However, they are of extreme importance in that they enable the Building Official, the Architect- Engineer of Record, and Owner to keep current with the work while it is in progress and will be of value in case of changes in the structure or its use in the future. The report may consist of a record of the progress, working conditions, observations given to the contractors, deviations from the Official Contract Documents, and problems encountered. The reports shall be in writing and shall be made out promptly at the end of the period covered. The reports may consist of and or all of the following: A. Report of each inspection. B. Jobsite log of area inspected. C. Special records, mill tests, concrete tests and reports, soil compaction densification test and reports, and welding D. Record of placing and curing concrete. E. Changes made in the field during observation. F. Photographs. G. Erection of structural steel. Reports shall be filed weekly. III. PREPARATION CHECKLIST: IV. DETAILED INSPECTION CHECKLIST: The Special Inspector shall inspect the following: A. Foundation Project No. E -7101 tests, welding tests, soil reports. a particular A. Note permits which have been obtained B. Licensed contractor's representative and contact person C. Adequate supervision /organization /men /equipment D. Approved Official Construction Documents /shop drawings/ shoring and reshoring plan /activity schedule E. Log /daily diary set up F. Arrangements for testing have been made G. Preconstruction meeting /construction coordination meetings 1. Excavation /subsurface preparation /bearing capacity 2. Independent testing records /approvals (density tests, and soil densification records /approvals ADD. C 00825 -2 3. Placement and sizes of anchor bolts /rebar /dowels - grade of steel 4. Concrete cover 5. Provision for utilities /conduit in structural elements (note structural integrity of footing) 6. Moisture protection 7. Excavation, effect of construction on existing structures 8. Grade and elevations verified by Contractor 9. Review of soil reports /borings /density test reports 10. A testing laboratory will provide the inspection, tests and reports of the soil densification. A testing laboratory will make the required soil density (compaction) tests. Include those reports with those required herein. B. Concrete Proper inspection requires adequate inspection personnel during the placing of concrete and finishing. It includes preparations prior to the start of placement such as proper formwork, placing reinforcing, cleaning the surface of the formwork, etc., as well as proper protection and curing of the finished concrete. 1. Rebar 2. Shoring and Reshoring a. general size b. shoring, bracing and reshoring c. suitability d. obtain shoring and reshoring drawings from Contractor e. time period and approved procedure for reshoring f. certification of compliance with approved shoring plan to be submitted to Building Official by Contractor. Obtain copy of certificate. g. shoring inspection checklist Project No. E -7101 a. check shipment mill inspection /damage /excessive rust b. size /grade /bending c. placement (location - disturbance after placement) d. support/tie /degree of support and stability during pour e. cover f. length and splices /laps /hooked bars g. check from engineering drawings h. clean before pour i. record and deviations from drawings such as additional steel or larger diameter bars ADD. C 00825 -3 Project No. E -7101 1. Inadequate diagonal bracing of shores 2. Inadequate lateral and diagonal bracing; poor splicing or bracing of double -tier shores or multiple -story shores. 3. Failure to control rate of placing concrete vertically without regard to drop in height for segregation. 4. Failure to regulate properly the rate and sequence of placing concrete horizontally to avoid unbalanced loadings on the formwork. 5. Failure to inspect formwork during and after concrete placement to detect abnormal deflections or other signs of imminent failure which could be corrected. 6. Insufficient nailing 7. Failure to provide for lateral pressures on formwork 8. Shoring not plumb and thus inducing lateral loading as well as reducing vertical load capacity. 9. Locking devices on metal shoring not locked, inoperative, or missing. 10. Vibration from adjacent moving loads or load carriers. 11. Inadequately tightened or secured form ties or wedges. 12. Form damage in excavation by reason of embankment failure. 13. Loosening or distortion of reshores under floors below. 14. Premature removal of supports, especially under cantilevered sections. 15. Lack of proper field inspection by qualified contractor's representative to insure that form design has been properly interpreted by form builders. 16. Lack of allowance in design for such special loadings as wind, power buggies, placing equipment. 17. Improperly stressed reshoring. 18. Improper positioning of shores from floor to floor which creates reverse bending in slabs which are not designed for such stresses. 19. Inadequate anchorage against uplift due to battered form faces. 20. Inadequate anchorage against uplift due to battered form faces. 21. Insufficient allowance for eccentric loading due to placement sequences. 22. Providing form watchers during concrete placement. 23. Furnishing extra shores or other materials and ADD. C 00825 -4 Project No. E -7101 equipment that might be needed in an emergency by form watchers. 24. Incorporation of scaffolds, guardrails, etc. into form design where feasible. 3. Embedded Items a. anchor bolts b. inserts c. pipe sleeves d. frames 4. Openings which are not shown on the plans, including reinforcing steel around such openings. 5. Verify that specified mix is used including admixture, type of cement and water cement ratio. 6. Placement a. methods used for transportation, handling and placing concrete shall be reviewed for avoidance of whatever may cause poor consistency control or segregation. b. the number and condition of concrete vibrators shall be verified including extra stand -bys to eliminate air and rock pockets. c. preplanned construction joints or emergency joints should be substantiated. Joints shall be located and made so at least to impair the strength of the structure. Joints shall be prepared prior to making the secondary pour. d. drop, vibration, consolidation (metal deck will not withstand heavy concrete loads - CAUTION) e. tests conducted f. water added g. age h. disruption to rebar i. clean up prior to placement j. slump test on deck (not at truck) prior to placement 7. Curing and Strength a. special provisions called for b. test reports verified c. additional tests needed d. reshoring e. removal of forms f. finishing, repairing surface defects ADD. C 00825 -5 C. Steel /Structural 1. Erection procedures (sequence) 2. Accepted shop drawings 3. Mill test reports, if required by specifications 4. Marks /verification of site provided and specified 5. The structural steel will be inspected in the shop and in the field by a testing laboratory, primarily for welding, bolting and quality of materials. See AWS Chapter 6 and specification. 6. Bolting: Verify that bolts are properly torqued. 7. Surface finish /shop construction - galvanized, painted or bare /any apparent manufacturing defect. 8. Identification of ASTM specification mark 9. Welding electrodes 10. Field verification for loading during construction for composite beam. 11. Field verification of steel sections and their location. 12. Inspection of welds and stud welding by testing lab before being covered. D. Frame 1. Connections E. Roof Project No. E -7101 a. expansion joints b. sliding joints /stiffeners /compliance of joint condition to the design c. alignment /plumbed 1. Connection details 2. Drainage /slope - roof drains 3. Parapet walls /bracing 4. Equipment supports 5. Signs and appurtenances 6. Overflow scuppers and outlets 7. Ponding immediately after rain F. Glass and Glazing 1. Connections 2. Accepted system /compliance with accepted shop drawings 3. Safety glazing identification 4. Alignment deflection ADD. C 00825 -6 G. Masonry 1. Non - reinforced a. tie beam /tie columns - spacing size /location/ placement of concrete before or after black wall/ dovetails if required /vertical spacing of the beams b. inserts c. durowall /reinforcing d. grouted cells e. mortar mix adequate f. shear transfer - clips /dowels - as called for 2. Reinforced and Partially Reinforced a. steel placement /lap lengths /location of poured in place dowels /vertical steel in same cell as dowel b. alignment of cells to be filled /slump of grout /cells to be wet before pouring /only grout the cells as specified /cells adjacent to opening and corner to be grouted /vertical bar imbedment length in tie beam c. verification of filled cells /observation holes d. mortar mix adequate H. Miscellaneous Structural Components such as Handrails, Guardrails, Stairways, etc. I. Precast prestressed concrete joists a. Inspect shoring for compliance with shoring plane. J. General Observations 1. Check Local Failures 2. Shoring consistent with shoring plans. a. shoring and reshoring shop drawings on file Project No. E -7101 a. hairline cracks b. deflection c. settlement d. overloads due to storage of materials e. honey combing /exposed reinforcing steel /rust spots f. structural members behavior in case of 60 mph wind g. design and presence of barricades as required. ADD. C 00825 -7 K. Records 1. Concrete a. Slump test ASTM C143 b. compression tests of molded cylinders ASTM C31, C39 three specimens per 50 cy c. cylindrical cores (ASTM C42) 2. Soils a. Soil compaction and reports 3. Steel: Welding inspection reports, check welder's certification 4. Building Official Standard Reporting Forms, as may be required 5. Other records as may be deemed necessary by the Special Inspector such as: a. concrete test cylinder reports b. changes by the design A/E c. soil density test reports d. observe any holes drilled in slabs, walls, columns without prior acceptance e. any exposed reinforcing steel exposed at face of reinforced concrete member f. at end of the week special inspector shall issue a report regarding status of discrepancies found in that week or before if not fixed g. send copy of inspection reports to Architect, design Engineer, Owner,Contractor, and any other as requested by the Owner. Project No. E -7101 END OF SECTION ADD. C 00825 -8 PLANNING BOARD AGENDA OF AhtteA4 10, vitt ITEM NO. Name of Owner /Appl i cant S4 M 4141 AS‘TY Phone No. Address of Property, and /or Legal Description 1 %100 t4S IZ Pw. Nature of Request APPR t kto " ri. 6 feR ‘ ALtot4G Present Zoning S Area of floosept4Building 1 44A00 Area with Proposed Addition Parking Spaces Provided Mk +' Parking Spaces Required ‘ Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change Council Action Required WA, liami Jktores 1age F L O R I D A Date of Applicant Notification Planning Board Action OM, 3 j,oJ'3 Council Action Pene r Director of Building and Zoning O 0 .1 SLOPE N' 0 ., . 0 1, { 1 EME►dR" TIL ;t I ii ' ,j !I • i ') it FAA B NEW 2 '$TORY; a CBS BLDG.. i i , , PLAT', icc nEN GOIJGRETE WA L IL ING wc VT Will • SIDEWALK to= 0lio =o1,o ate' FIN• FLOOR ELEV• + 14.00' SLO PE 1/49 2•i5 =o," LNIJ 1 1: SIDE Wt 0 0 0 0 a 0 200_ It'.1/ r SLY4 ,10041 IST.122 ANDREAS EXIST WALL NF W RE 'C -./ PARKING 1_n n d n 166 - 4 - -- --0-- 0 C ---- ettAC,, L 0 0 . 14 COMPUTER SCIEN 0 7*** A 4X = 11 AUDITORIUM TMOYSO / T l L CoMpFEW45.145tVS PLAN APP a. 261mIgr • ANDREAS • FUTURE PAVILION , ARK INS INVENTORY u 0 19 160 0 0 0 ZONE ZONE ZONE row ZONE 0 rs S.! 109 e-+ 0 0 1_1\ 557 SPACES tfrtalElt 046149T, w ZONE: SPACES: N.1 139 N. 3 50 N.4 61 N.15 10 N E If' , } • FUTURE FAA BUILDING LI 1 122 SPACES S Th 4 AV: