Loading...
602 NE 96 St• i�t(r IF.S.^°..J`71 Cfl e 7 Ea ' <t Gn•311( Rs SPITcoMTZD Phu =2C TY I . - CC -1ao Poo o win of uoa §.0 ER LXi W V p o o c a 0 0 0 Wit? g1v( nn., •01van 0 b 0 0 0 n A 754.7 1,�•:LJ ,..11L1 C 1TL . �. *r"D �.. -1.7 9- 22-6 o t.,. -> t"),. 3 i73 'ia I 7-75-67 0 d O 3Q F • 0 0 idi • • • 0 ' • 7 I.c 2 • 20- del, s Eau Lam? _ If_ ao Il ,.vl_ _2=1= Gi.:..= ' �S Ci . - aeK $tzs pectpr R _ - - _ — —�-- 11 C Ls,. _) _;�Q0_ D ,, s e %:. �3 u-, Dv i k , rcrt�lr - rte T_ - Eq,a6 no ate "s AT 0 ®Fas o - v : —� p - _ - - LEI O,Go was. LP.Em g T'C, z .7E7. eP a w1� ? s tfiS„ 2 t anire Ett.= 72 ETA ,=1e, cm -14 3 Lot '"\Nyv,-- 0 Block. Disapproved (Signed) LAi .(L materials and /or workmanship. MIAMI SH[iIRE9 VILLAGE BUILDING INSPECTION DEPARTMENT /ao' =� 'B•�d �.� e.GUSF N: APPLICATION FOR F: UILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing 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. MIO,V , V\ S I t`c - c , &L 1 ate_ NOVeV 1 � ,19. Co Owner's Name and Address ' pp - t -- _----- --- --- ---- No.( -P 1 Street i ''E` 1_(p ._!►i._ Registered Architect and /or Engineer...V�_O• L1- < -� _ . - - ` Q g .�� y Name and address of licensed contractor___D4.. , C -D `''' Location and legal description of lot to be built on: Subdivision s a 5 • �,�• Street and Number where work is to be done ate work to be done and purpose of building (by floors) r ,... Bt'f 4. Seel 113 and for no other purpose. New Building ' Remodeling 1.■ Addition /� ✓ Repairs No. of tories To be constructed of 3thu SE Kind of foundation_ 2 A, . ebt• -► —. Roof Covering 1 1 L� 00 Estimated Total cost of improvements $ 7_ _�i 00 0 Amount of Permit $ r``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 the plans and specifications for said building. All notices with reference to the building and its construction may be sent to_StA4r"" -- k - -S -dN J — - ------- - -s - -- - - 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, P i ent Supplement, and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub -contr ctors iployed 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 ork su h public notice or notices as are required by the Act. The undersigned agrees to employ only suc. ubcontractor on work tsr � ¶erfo ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed Date STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 S ` Date a- /!o le Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building it.pector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved - Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty Canv� --01s- • 19017 5"' 2 2 0 8 0 0 7 3 4 5 8 9 4 S 0 0 — 1 5 6 0 0 1 1 1 2 5 0 1 0 6 0 0 0 9 0 0 0 2 9 9 2 5 1 0 3 5 0 0 0 4 9 5 0 0 3 3 6 0 0 19692.08s 1 8 6 6 0 0 2 7 8 4 0 0 9 1 0 0 0 1 9 7 2 0'0 1 1 5 0 0 2 7 3 3 9 0 8 :;: F- c- p 11 -2: 71 . 1V -0 949,4! b f. H 1 J L 'c n .,-2._ i- S. ehcnf' ,,.(,-.,, Pp_ c,= ( > Av.. 4 tA a rd, e_. - L0a., e.,, _PI, E if;'d o W 4-., M.. .5 c9 .E -%. i rL Ca t4.,_ `?, 4, 4, - C-e...'_ ®, 4:0 1101 Lo e.. 1 ►A 4' -® is 11, I .. A — 7,7.68.do E ov tc E:b W A.‘__-1s- - D'1 b P=. C e.. Az._ k.,„*.e, 2 4 , ' — ,e: at- S ' 0 _ 154,..00 2I .t- L= V..) a - r '("cam , v4 q C -i) -r 2. > >k 44 o 1 119 .25 '1 4 i 3 q rt. I l' ° C 1 /a- �- - C.114 A6 N1 C L. 4- = 3 ,. 5 7 0 - 2. . /5 'Kt A_V C 75' o , 13 ,s'-® /a S5 ®.0 i4 A- t., g to : va S.'- -- 33 a ' •" ®sue! Ft==. 6=1 W . -r1 a o ®r2o tS /le� .� ,ad 4C . M E - E a - ca- 4. T2o (a- e t Co 1 —o . '2.. 1 — ® - 53 1 5 48 ° ® f . '— ®sue t 1 t�e - C 191 5•4. a� '.184.0® ct 10, ©® 1 1 c o� r V ►.¢.i K c.* ikon. O ?rF 11:f ? E 140;"41`1 4 . DFF r +'CR -cr'C w/ St T>4 R`E'MOVE i. ry[ a lr i1 341) oft ST 45rpw_ 1 E zt - 5 '� S/ a.r ' 4 i•A;AS Peetz5__ tha' 4-1 osz,e..“ tl 114 " 1-1 -0■4----`5TCZ-Ger 5 T% , 4,4 ZCpv '& 4 - TO TLVL.: • • "•••••:. • A ..1... G - 1. • \ \ \\\\\ \" \ •;;\ • \ s , „,,,\,": .Pp.t:t..%4..%(•4 G. - frott, • ‘0C,;. CA0i-S"' • (Ta,‘■ - \\\•\\\,\ \ \\\ \\\ \ \ •_. . .. . \ 0)4' ST 4i _MU:Z.:7-.17:33 127 '. c ep - a E 3 4 31 - 7CtA Ff. - . • 3 d fig - P t s ti K 1'N Ge: gc>rL 1A; P2ES $_•(1 - E 2, a, Y- -c N uQ K FF -_ STS EST -.. .1a \5T,1JCa : .....:.:..:.....- 1`1C� -cN `D � :: Ert :::: ::_ _ 44 s �_ i �'r� at.:e.::._....- . ( or STca: t��:w /-�C i?G.:� f.4 ovc' 15: 4. "Teo T +8 01,1 ST F�1 •: _E .= __ 5 T" .S1 to e -t zz'a ET- et 34b ' BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot CONTRACTOR OR BUILDER MIAMI , SHORES VILLAGE, FLORIDA PERMIT Work to be performed under this Permit r. N° 4062 Value of Project $ DATE Contractor's License No. 9 II Subdi- Bl vision - - BY AUTHORITY 19 • Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specificatyra and that e assumes respon- sibility for work done by his agents, servants or employees. ft-r'' Signed. x '` t ''� INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work cover hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. ABBOT BUILDING El MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ PLUMBING ❑ PERMIT N? 10303 ROOFING ❑ Owner of Building #7I E Architect Contractor �{r or Builder IC> 14" Legal Lot Description Address of 4 ,6, : „. 3 Building CONTRACTOR or BUILDER In consideration of the issuance to me of this permit I agree pertaining thereto and in strict conformity with the plans, drawings, In accepting this permit I assume responsibility for all work done j v . Subdi- vision Sq. Ft. Value of Projgct BY $ Date ." Contractor's 1 4 . License No. 401 Jt a d 1r >34,.. AUTHORITY 19 Work to be performed under this Permit A* tSTi Vert Jai- 16" A L. I Amount of 11 Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants o employees?' 1 Signed f.f 4 i ' ' - (INSPECTOR) BY form the work covered hereunder in compliance with all ordinances and regulations ments or specifications submitted to the proper authorities of Miami Shores Village. either, myself, my agent, ssrvant or employee. 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 build- ing 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. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built n: Lot _. / y 5 I?) °2•rock l Street and Number where work is to be done State work to be done and purpose of building (by floors) o c, and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundatt m Roof Covering Estimated Total cost of improvements $ 67 o Amount of Permit $ 2 I ' 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 the 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 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 suc bcontractors, o work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) _ STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 �st�atedd are true. I Permit No a y / L re Date / 2'(O C Read, Sworn to and Subscribed before me. Disapproved Dat ( Signed) e r Subdivision Building Inspe My Commission Expires ANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and//or workinanship. Date_._ / O , � T Qf/v/z Q+/$lo (o °Z /9 to me well known, Notary Public, State of Florida Street 4`r• 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 September 13, 1972 James Owen Power JOP:rcp JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI. FLA. 33143 JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE Miami Shores Presbyterian Church - Bell Tower Inspection Report No. 1 September 12, 1972. Met with Mr. Stobs and Mr. Jenkins on the site to inspect the excavation which has been dug to rough dimensions, but not yet cleaned out. The material is limerock as indicated in the borings. By probing I was able to find a number of solution cavities (locally called "potholes "). These particular cavities are typically about a foot in diameter with a maximum dimension of perhaps two feet. They are filled with loose sand and rock fragments. This situation is not unusual in this area. In my judgement the foundation is adequate to safely support 3000 psi. 1 understand that a successful plate load test has been conducted but 1 have not yet seen the report. cc: 2 - Mr. Wagoner 1 - Building Inspector - Miami Shores Village 1 - Stobs Bros. Construction Co. 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 build - ing 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. • MIAMI SHORES VILLAGE Owner's Name and Address I lipIrw t AASX A . .» No ..... Street_91 Kyr.. 4eg— Registered Architect and /or Epgincet... 404.40.4 -12 44. .l71M,e A-- ile7 ./Ys 60E4,. c.,,;,, ,,;,,,,,,,,,,,,,,,,,,,,,,,,,,, - Name and address of licensed contractor $7 4 "A.4f • COACT CL.:._ Location and legal description of lot to be built on: Lot ... Block �- �ivisio Street and Number where ork is to be done... , J �/ State work to be done an purpose of building (by floors) vl.�.C. 7'IIC Estimated.Total cost of improvements $.._._.. /90 XL- and for no other purpose. _ t New Building Remodeling Addition To be constructed ot`.QA /. KiQf foundation./ 2.#44#!A *# Amount of Permit S. Zone cub required plan Cubage Distance to next nearest building Size of Building Lot Maxirnun live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent tp 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 emplo d by him in the work to be performed under this permit; and will post or cause to be poste on the site of t • work such i otice or notices as arc required by the Act. The undersigned agrees to employ only s, on work perfo � .er this pcnnit, as are licensed by Miami Shores Village. Remarks; (Sig _.. Repairs No. of Stories Roof Covei4ng_ 3 STATE OF FLORIDA, COUNTY OF DADE. j ss. Bcfbre me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared 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 slat d are tjrue ! Permit 'No.____- / Date _ Read, Sworn to and Subscribed before me. Disapproved __.... Date. __.....__ ..__�. Notary Public, State of Florida (Sigaea ) Building Inspector My Commission Expires PLANN C BOARD DATE to me well known, Chairvian Member Member Member ;Member ....... Member ...._ Council Approved Date Disapproved Date �O T E: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoar A re in.pcctio Ice of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /cIr rkmanship. a7S t PE ": Lt f rcc A - r lI /LI2--# ' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby utnde for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing 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 ,Oor) �U tiS Registered Architect and /or Engineer . /1: - L Name and address of licensed contactor 1z7 .. Location and legal description of lot to be built on: Lot Block bdivision � Q Sheet aid Number where work is to be done 2 � v- -11 Y � 0 2, — Stat work to be done and purpose of building (by floors) J /1 .e4V /2'€ - 16 1 peared Maximum live load to be borne by each floor I hereby all the plans and specifications for said building. be sent to......TO LS - /J.l. ' ' C ,�..d!tT• C/ • The undersigned applicant for this building permit does hereby certify that he understands of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Ge and has complied with the provisions thereof, and will require similar compliance from contr in the work to be performed under this permit; and will post or cause to be posted f • inspec ' or notices as are required by the Act. The undersigned agrees to employ only suc subcon pennit, as are licensed by Miami Shores Village. Remarks... (Signe Date Permit No Disapproved Date (Signed) Building Inspector NOTE: A charge of $1.00 will be made for the Planning Board. A re inispection Ice of $1.00 will be charged materials and /or workmanship. Chairman Member 4 Member Council Approvtd Date No .............. . Street • /y r' ` &7 /1 and PLANNING BOARD DATE f1 / ri / All notices with reference to the building an Read, Sworn to and Subscribed before me. and for no other purpose. New Building Remodeling / , Addition Repairs No. of Stories To be constructed of ...C. td.,� Kind of fo ndati c7 G /� /YG .1 i. � ' Roof Covering _.. Estimated Total cost of improvements $ of . 1� ` ' Amount of Permit $. Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Notary Public, State of Florida My Commission Expires its construction may J accepts his obligations as an employer of Florida, Permanent Supple ne rs r sub- contracto. employed •y /n e site of the ..•f s u. � n work _.,+.: •.�,p IatT STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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. Member Member Member ...._ Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty VILI GE of :!L/. :1 5!' 1 , O�,l) N:). 155 AN OI;i) NA CI•: CLOSING rPAT PART OF 05Tu ST),;:1.T B. TUEI N THE RIGHT- OF -IJA`. OF T1.P: FLORIDA EAST COAST R2AIL1:AY AND • WEST RAILROAD AVENUE BE IT ORDAINED BY :IIAMI SHORES VILLAGE THAT: SECTION - 1 That curtain agreement made and entered into under date of March 18th, 1946, between Bessemer Properties, Inc., and Renuart Lumber Yards, Inc., providing that the street hereinafter described shall be closed, but that it may bo re= opened at any time by the said Village, and that within one (1) year for the date of. written notice to it of the enactment by said Village to extend N. E. 95th Street across the right -of -way of tho Florida East Coast Railway, as it now exists, the Renuart Lumber Yards, Inc., will within said time dedicate tho aforesaid property to public use as a street, be and the same is hereby agreed to, and tho Mayor and Village Manager of this Village be and they are hereby authorized and directed to execute said contract on behalf of said Village. SECTION . 2 Pursuant to said contract the property horoin described be and the sane is hereby abandoned as a public street or highway, subject, however, to the right of said Village to the use of the same upon the terns and conditions set forth in said agreement, said property being described as follows:' All that part of N. E. 95th Street, bounded a ` ollowst Pounded on the Northerly side 1iy the Scuthor ,t : •f Lot Five (5), Brock sixty -two (62), bounded on Easterly sido by tho 1 ;enterly line of the Florida East Coast Railway I2irht -of -flay; bounded on tlio Southerly side • by tho Northerly 'Rile of Lot 1 of ;lock 59; and he um:ed on tho Wanterly side by the Easterly .lino of Best Railroad Avenue (Anconia Avenue) being also tho Ilesterly lino of P,locl 59, extended Northerly to the 6iesterly line of F.loc'c 62, all as she nn on the Plat of ML1l; I S"OI:FS, ::L':I: Ei TILO( /2), according to tho Plat hereof, recorded in Plat ,look 10, Page 37, of the Public Records of Lade County, Florida. 3''.CTi ON - 3 This Ordinance shall bo effective immediately upon its passage. PASSED AND ADOPTED TUIS 9 day of 4[___A. D. 194G, C. ray tc,u fcCatt L. 1 ti ,•I .'I, L. J. IdcCaffcrj, '- Mayor C : and, AG RETMETTT '.'YEREAS, Bessemer Properties Incorporated, a Delaware corporation, i^ the owner of the reversion of the'following described land which is now dedicated to the perpetual use of the public as a street (See Plat Book 10, Pages 36 and 37 of the Public Records of Da.d.e County, Flori dn) , to -kit: All that part of N. C. 95th Street, bounded as follows: Bounded on the Northerly side by the Southerly line of Lot Five (5), Block Sixty -two (62), bounded on the East- erly side by the Westerly line of the Florida East Coast Rni1wny Right-of-way; bounded on the Southerly side by the Northerly line of Lot 1 of Block 59; and bounded. on the Westerly side by the Easterly line of ?Test Railroad • Aven11.e (Anconia Avenue) being; also the Westerly line of Block 59, ektended Northerly to the' Westerly line of Block 62, all as shown on the Plat of MIAMI ST?CRES, SEC - TIC'T Y MBER T'+0 . (#2) , according to the Plat thereof, re- corded in Plat Book 10, Page 37', of the Public Records of Dade County, Florida, WHEREAS, said Bessemer Properties Incorporated, a Delaware Corpora- tion, has heretofore or simultaneously herewith, entered into a lease of said r. with Renuart Lumber Yard.s, Inc., a Florida corporation, whichkaid lease is subject to the aforesaid dedication, and 1 QTT PEAS, said. lessee has heretofore applied to Miami Shores* vill a 7.e, Florida., a Municipal corporation, for the enactment of an ordinance vac ating said dedication of the above described property so as to permit the closing o° same to the public for use as a street, and WHEREAS, the said Miami Shores Village, Florida, ^ Munici ^al corpora- tion, is agreeable, under certain conditions hereinafter noted, to vacate the dedic of said proPerty for public use and to permit same to be closed to the public for use ns a street. NOW, THEP FCRE, for and in consideration of the nremises, ns well re i consideration of the stun of $1. 0 and other valuable considerations, each to the other in hand paid, receipt whereof is hereby acknowleclged, t►^.F' nfnrnsitd parting hr.reto covenant and ng'reo an follows, to- wit: 1. In the event that Miami Shores Vi11.nge closes ,;,.o,, rty a.• a street, Renuart Lumber Yards, Tnc., Agrees thnt it will remove from said lands any buildings or other structures placed thereon, -1- IIY7FY1 A F'All(ip:FT, ATTOFINYYt; At 1 AW, MIAMI, Fl 01111)A the above dnscrih ^d end will return the same ae near as possible to its present condition, with- in one year from date of written notice to it of the enactment by said Village of an Ordinance declarin the intention of said Village to extend 2:ortheast 95th Street across the right of way of the Florida Bost Coast Railway as it now exists. 2. Upon receipt of such notice said Renuart Lumber Yards, Inc., and Bessemer Properties Incorporated agree that on or before the end of one year from receipt of such notice, they and each of them will dedicate the aforesaid property to public use as a street, subject only to a right of reversion to Bessemer Properties Incorporated of the title to such land should. the public use thereafter be lawfully abandoned or discontinued. 3. That in the event of the enactment of said Ordinance, Bessemer Properties, Incorporated and Renuart Lumber Yards, Inc. covenant and agree that they will not resist any effort by Miami Shores Village, Florido, a Muni- cipal corporation, to reopen said street and will not demand or seek any com- pensation for loss of any interest which they may have therein. 4. Bessemer Properties Incorporated and Renuart Lumber Yards, Inc. agree that in the event the lease between them referred to above herein, should, for any reason, be cancelled or become inoperative, -null and void, that u-:on the happening of such event, the placing of record of this Agreement sha,11 operate as the rededication of said property to the purposes and. uses to which the same is now dedicated as aforesaid. 5. The notices herein provided for may be given by being; sent registered mail to the parties hereto at the last known business address of such parties in Dade County, Florida. In the event that either of the parties transfers or assigns his ri title, or interest in said property, the notice herein Provided for shall be given to such transferee or assignee, provided that written notice be given to Miami Shores Village of the none and address of such transferee or assignee. 6. This agreement is binding upon the successors and asrigos of the several parties.and the agreements of the respective signatures hereto shall be concideredr'as covenants which shall run with the above described ler?. In Witness whereof, the aforesaid pn ;ties have her »into set their ;ands ` }fan ape! seals at Miami Shores - Florida, this /7 ' day of F .1hr � y, A. D. 1c. .. . / Si :: ed, Healed and dQlivered I; :S ;;l FROI>r RTI ^ti = 7^^7 ." , (:' ' ,'D i ,h.e P nc ,c/0)/ ofti, .�j , i ..,-.7--.......,,....-...„ By _Z. ,l N a,2C < �'�- O.-tc l - Attest - — . . �� 4 j . ti �i.` iAUUii'Cf, A'ITrrHNLYf; Al LAW, MIAMI, 1 I Olt A n:; .;ll {'1,' 1! BE IT ORDAINI'.D BY MIAMI SHORES VILLAGE THAT: SECTION - 1 That curtain agreement made and entered into under date of Iiarch 18th, 1946, between Bessemer Properties, Inc., and Renuart Lumber Yards, Inc., providing that the strebt hereinafter described shall be closed, but that it may be re= opened at any time by the said Village, and that within one (1) year form the date of. written notice to it of the enactment by said Village to extend N. E. 95th Street across the right -of -way of tho Florida East Coast Railway, as it now exists, the Renuart Lumber Yards, Inc., will within said time dedicate tho aforesaid property to public use as a street, be and the same is hereby agreed to, and the Mayor and Village lianager of this Village be and they are hereby authorized and directed to execute said contract on behalf of said Village. SECTION - 2 Pursuant to said contract the property heroin described no and the same is hereby abandoned as a public stroot or highway, subject, however, to the right of said Village to the use of the same upon the terns and conditions set forth in said agreement, said property being described as follows: P. t . • . t: VILIACE OI' MIA. I ,Penis ORD2.::ANCE NO. 155 AN ORDINANCE CLOSING THAT PART OF 95TH STREET BETWEEN THh RIGHT -OF -NAY OF T .E FLORIDA EAST COAST RAIIJ ;AY AND WEST I:A i I T OAD AVENUE All that part of N. E. 95th Street, bounded as follows: Pounded on the Northerly side by the Scuthorly line of Lot Five (5), Block sixty -two (62), boundod on the Easterly side by the Nestor-1y line of tho F loricla Fast Coast lia i Limy }t it;h t -of -limy; bounded on tho Southerly herly side • by the Northerly 1. i.n a of Lot 1 of 1:1 ock fib); and ben (:ed on the Uasterly side by the Easterly line oC Best Iailroad Avenue (Anconia Avenue) being also the liesterly lino of I:loc': 59, extended Northerly to the }iesterly line of Block G2, all as shown on the flat of MIAMI SHORES, `;U:I; ER TI;O(;;'2), according to tho Plat thereof, recorded in Flat Book 10, Page 37, of the Public Records of Dade County, Florida. SECTION - 3. This Ordimanco small bo effective immediately upon its passage. PASSED AND ADOPTED) T}IIS 9 day of 4143,d A. D. 1946. 1 ton McCall L. Jr. McCaffer1 _ Mayor and, A G R E T M E IT T '.•,'H RRAS, Bessemer Properties Incornora.ted, a Delaware corporation, is the owner of the reversion of the following described land which is now dedicated to the perpetual use of the public as a street (See Plat Book 10, Pages 36 and 37 of the Public Records of Dade County, Florida), to -wit: All that part of N. E. 95th Street,.bounrled as follow^: Bountted on the Northerly side by the Southerly lino of Lot Five (5), Block Sixty -two (e2), bounded on the East- erly side by the '•Tenterly line of the Florida East Coast Railway Right -of -way; bounded on the Southerly side by the ?Tortherly ling of Lot 1 of Block 59; and. bounded. on the Westerly side by the Easterly line of ?lest Railroad • Aven_,.e (Anconia, Avenue) being; also the Westerly line of Block 59, ektended ATortherly to the' Tes•terly line of Block 62, all ac shown on the Plat of MIAMI STIORES, SEC - TIO'T YUMBLR TWO . ( #2) , according to the Plat thereof, re- corded in Plat Book 10, Page 37, of the Public Records - of Dade County, Florida, TEREAS, said Bessemer Properties Incorporated, a Delaware Corpora- tion, has heretofore or simultaneously herewith, entered into a lease of said property with Renuart Lumber Yards, Inc., a Florida corporation, whi^hk.a+d lease is subject to the aforesaid dedication, and i4'HEREAS, said lessee ham heretofore applied to Miami Shores villa=-a, Florida., a Municipal corporation, for the enactment of an ordinance v^ `.i said dedication of the above described property so as to permit the closing same to the public for use as a street, and `?HT REAS, the said Miami Shores Village, Floridn, a Munici ^al cor-;orn- tion, is agreeable, under certain conditions hereinafter noted, to vncnte the dedic of said property for public use and to permit same to be clo ed to the - public for use as a street. 1T0W, 'TREPE CRE, for and in consideration of the premises, as well r,s ir. consideration of the stun of $1.'0 and other voluable considerations, e^ch to the other in hind paid, recaipt whereof is hereby acknowledged, the efernsnta parties hereto covenant and agree as follows, to -wit: 1. In the event that Miami Shores VillnRe closes the above clescri'ld pror, ^rt;, v r public street, Renu ^.rt Lumber Yards, Inc., agrees thnt it will rex;ove from said lands any buildinr:s or other strncturPr nlaccd trereen, —1" IIY7FR 8 PAr)OF rT, ATTORNEYS AT LAW. MIAMI. Fl 1lRMA and will return the same n.s near as possible to its present condition, with- in one year from date of written notice to it of the enactment by said Village of an Ordinance declaring the intention of said. Village to extend I:ortheast 95th Street across the right of way of the Florida best Coast Railway as it now exists. 2. Uzon receipt of such notice said Renunrt Lumber Yards, Inc., nnd Bessemer Properties Incorporated agree that on or before the end of one year from receipt of such notice, they and each of them will dedicate the aforesaid property to public use as a street, subject only to a right of reversion to Bessemer Properties Incorporated of the title to such land should. the public use thereafter be lawfully abandoned or discontinued. 3. That in the event of the enactment of said Ordinance, Bessemer Properties, Incorporated and Penuart Lumber Yards, Inc. covenant and. agree that they will not resist any effort by Miami Shores 'Village, Florida, a Muni- cipal corporation, to reopen said street and will not demand or seek any com- pensation for loss of any interest which they may have therein. 4. Bessemer Properties Incorporated and Renuart Lumber Yards, Inc. agree that in the event the lease between them referred to above herein, should, for any reason, be cancelled or become inoperative, null and void, that upon the happcnin;' of each event, the plactni,; of record of thin J rncment chill operate as the rededication of said property to the purposes and. uses to which the same • is now dedicated as aforesaid. 5. The notices herein provided for may be given by being s'nt by re=gistered mail to the parties hereto at the last known business address of such :aarties in Dade County, Florida. In the event that either of the parties trensfere or assigns his right, title, or interest in said property, the notice herein provided for shall be given to such transferee or assignee, provided that written notice be given to Miami Shores Village._of the name and address of such tr'•.ncferee or assignee. 6. This agreement is binding upon the successors and assigns of the several parties the agreements of the respective signatures hereto shill h concideredias covenants which shall run with the above deserib•7‘d 1••r?. In Witness whereof, the aforesaid p, ties have hereunto set their h -'nds Nan', r 1 nr? sen.le at ,•tiami Shores, Florida, this /7 h in : . sealed. and delivered BE3'. ; R F ^OPTRTI ':; r r . e pres nc of ti, A VILI ACE OI'' : s!'.I RES ORDINANCE NO. 155 AN ORDINANCE CLOSING TflAT Pi1I,T OF 95TH STREET D: TWEEN TIIE RIGHT -OF -MAY OF Ti:E FLORIDA EAST COAST IIAILIJAY AND WEST I:AI I.P•,OAD AVENUE BE IT ORDAINED BY 1IANI SIIORES VILLAGE THAT: SECTION - 1 That curtain agreement made and entered into under date of March 18th, 1946, between Bessemer Properties, Inc., and Renuart Lumber Yards, Inc., providing that the strebt hereinafter described shall be closed, but that it may be re- opened at any time by the said Village, and that within one (1) year form the date of written notice to it of the enactment by said Village to extend N. E. 95th Street across the right -of -way of tho Florida East Coast Railway, as it now exists, the Ronuart Lumber Yards, Inc., will within said time dedicate the aforesaid property to public use as a street, be and the same is hereby agreed to, and the Mayor and Village Manager of this Village be and they are hereby authorized and directed to execute said contract on behalf of said Village. SECTION - 2 Pursuant to said contract the property heroin described he and the same is horoby abandoned as a public street or highway, subject, however, to the right of said Village to the use of the same upon the terms and conditions set forth in said agreement, said property being described as follows: All that part of N. E. 95th Street, bounded as follows: Pounded on tho Northerly side by the Southerly line of Lot Five (5), Block sixty -two (62), bounded on the Easterly side by the ti(;terly lino of the Florida East Coast Vai1way Rir.ht -of -flay; bounded on the Southerly side • by tho Northerly lino of Lot 1 of I1.ocl 59; and l omdcd on tho Westerly sidle by the Easterly line of West Railroad Avenue (Anemia Avenue) being also the Westerly lino of J;1oc,: 59, extended Northerly to the liesterly line of flock C2, all as shcwn on the flat of MIA;; I S:10I:[S, Si. ;T1 (iN ` L:L ER TINO(i /2), according to tho Plat thereof, recorded in Plat Hook 10, Page 37, of the Public Records of Dade County, Florida. _;rCTION - 3. This Ordivanco shall bo effective immediately upon its passage. PASSED AND ADOPTED THIS 9 day of a D. 194G. t: C. Lawton :McCall L. J. ? cCafferj,_ ■ Mayor • 1 e A G RE EM E ?TT '.'NEREAS, Bessemer Properties Incorporated, a Delaware corporation, is the owner of the reversion of the described land which is now dedicated to the perpetual use of'the public as a street (See Plat Book 10, Pages 36 and 37 of the Public Records of D.u.e County, Florida), to -wit: and, All that part of N. E. 95th Street, bounded as follow^; Bounded on the Northerly side by the Southerly line of Lot Five (5), Block Sixty -two (62), bounded on the East- erly side by the 'Westerly line of the Florida East Coat Railway Right -of -way; bounded on the Southerly side by the Northerly line of Lot 1 of Block 59; snd bounded. on the Westerly side by the Easterly line of West Railroad • Avene.e (Anconia, Avenue) being also the Westerly line of Block 59, ektended Northerly to the'Westerly line of Block 62, all an shown on the Plat of MIAMI MBES, SEC- TION? NUMBER MBER TWO . (#2) , according to the Plat thereof, re- corded in Plat Boo'.c 10, Page 37, of the Public Records of Dade County, Florida, ti`'RERL'AS, said Bessemer Properties Incorporated, a Delaware Corpora- tion, has heretofore or simultaneously herewith, entered into a lease of said property with Renuart Lumber Yards, Inc., a Florida corporation, whi^hk;;;d. lease is subject to the aforesaid dedication, and wTE?EAS, se.id lessee has heretofore applied to Miami Shores villa -e, Florida., a Municipal corporation, for the enactment of an ordinance veorting said dedication of the above described property so as to permit the closing of sane to the public for use as a street, and WHEREAS, the said Miami Shores Village, Florida, a Municipal corpora - tion, is agreeable, under certain conditions hereinafter noted, to vacate the dedic of said pro'nerty for Public use and to permit same to be closed to the public for use ns a street. N0'.'', THEP_, CRE, for and in consideration of the premises, ns well ns in consideration of the stun of $1.00 and other voluable considerations, each to the other in hand paid, receipt whereof is hereby acknowledged, the afnresai'd parties hereto coven9.nt and agree as follows, to -wit: 1. In the event that Miami Shores Village closes the above descri , propmrty an t public street, Renu' rt Lumber YardR, Inc., agrees thnt it will r4.-^ove from said lands any buildings or other atructuren placed thereon, —1— HY7PN H PADGETT. ATTODNHY6 AT LAW. MIAMI, ri (1RII1A • e, end will return the same n.s near Rs possible to its present condition, with- in one year from date of written notice to it of the enactment by said Village of an Ordinnnce declaring the intention of said Village to extend Northeast 95th Street across the right of way of the Florida Best Coast Railway as it now exists. 2. Upon receipt of such notice said Renuart Lumber. Yards, Inc., and Bessemer Properties Incorporated agree that on or before the end of one year from receipt of such notice, they and each of them will dedicate the aforesaid prorerty to public use as a street, subject only to a right of reversion to Bessemer Properties Incorporated of the title to such land. should. the public use thereafter be lawfully abandoned or discontinued. 41.c .A/4-44 • 3. That in the event of the enactment of said Ordinance, Bessemer Properties, Incorporated and Renuart Lumber Yards, Inc. covenant and agree that they will not resist any effort by Miami Shores Village, Floridn, a Muni- cipal corporation, to reopen said street and will not demand or seek any com- pensation for loss of any interest which. they may have therein. a. Bessemer Properties Incorporated and Renuart Lumber Yards, Inc. agree that in the event the lease between them referred to above herein, should, for any reason, be cancelled or become inoperative, null and void, that upon the heppcnin; of Much event, tho i i.actng of record of this .V:reement shall operate as the rededication of said property to the purposes and.uses to which the same is now dedicated as aforesaid. 5. The notices herein provided for may be given by being sent by registered mail to the parties hereto at the last known business address of such parties in Dade County, Florida. In the event that either of the rnrties transfers or assigns his right, title, or interest in said property, tho notice herein provided for shall be given to such transferee or assignee, provided that written notice be given to Miami Shores Village of the name and address of such tr».nsferee or assignee. 6. This agreement is binding upon the successors and as-ic ns of the several X;artiec,nnd the agreements of the respective signatures hereto shall concidered,'as covenants which shall run with the above describod ^a. In Witness whereof, the aforesaid p, ties have he /Tinto set t` ^1r `� ^n.'s na? op.in at ii it i Shores, Florida, this /7(h of F O I 4V ,.:a •_ 1• ., S::ned, nenlcd and delivered LE3"73 FTP7 RTI "ti I:'^"''' ,Y • D (t I) ir.Ahe prerrIcl le _„ By 304 _!_Attest _ At�1:1LTf, A'1'T /IRNf•.Yf Al LAW, MIAMI. 11 MI q • A tJ G .'ll 1'1� VIL!J1GE OF :IIA.d S i'.oRES ORDS;:ANCE NO. 155 AN ORDINANCE CLOSING THAT PART OF 95TH STREET D: TUEEN THE RIGHT- OF -LIAY OF 'f.E FLORIDA EAST COAST RAILNAY AND WEST RAILROAD AVENUE BE IT ORDAINED BY MIAMI SHORES VILLAGE TIIAT: SECTION - 1 That curtain agreement made and entered into under date of March 18th, 1946, between Bessemer Properties, Inc., and Renuart Lumber Yards, Inc., providing that the street hereinafter described shall be closed, but that it may be re- opened at any time by the said Village, and that within one (1) year form the date of written notice to it of the enactment by said Village to extend N. E. 95th Street across the right -of -way of the Florida East Coast Railway, as it now exists, the Renuart Lumber Yards, Inc., will within said time dedicate the aforesaid property to public use as a street, be and the same is hereby agreed to, and tho Mayor and Village Manager of this Village be and they are hereby authorized and directed to execute said contract on behalf of said Village. SECTION - 2 Pursuant to said contract the property heroin described he and the sane is hereby abandoned as a public stroot or highway, subject, however, to the right of said Village to the use of the sane upon the terms and conditions set forth in said agreement, said property being described as follows: All that part of N. E. 95th Street, bounded as follows: Pounded on the Northerly side by the Southerly line of • Lot Five (5), Block sixty -two (62), bounded on the Easterly side by the heitcrly line of the Florida Fast Coast Railway Ri+ht -of -flay; bounded on tho Southerly side • by the Northerly lino of Lot 1 of !Lock 59; and hot:nded on the Uanterly side by the Easterly lino of Nest Railroad Avenue (Anconia Avenue) being also the Westerly lino of J:1oci: 53, extended Northerly to the Westerly line of Block' 62, all as shown on the flat of 11IAH I Sl;01:FS, S ,;T1():i : %1_:MER TNO(;;2), according to tho Plat thereof, rccordec! in Plat Book 10, Page 37, of the Public Records of Dade County, Florida. _>ECTION - 3 • This Ordiiaance shall bo effective immediately upon its passago. PASSED AND ADOPTED THIS 9 day of . A. D. 1946. At. `.;..t: C. Layton McCall . k 1 ;. ;: tt .•1 L. J. lcCafferj, Mayor and, • AGRI:EME!TT WHEREAS, Bessemer Properties Incorporated, a Delaware corporation, IS the owner of the reversion of the'followin,; described land which is now dedicated to the perpetual use of the public as a street (See Plat Boor. 10, Pages 36 and 37 of the Public Records of Dade County, Floridn) , to-wit: All that part of N. E. 95th Street, - bounded as follows: Bounced on the Northerly side by the Southerly line of Lot Five (5), Block Sixty -two (62), bounded on the East- erly side by the :lenterly ling of the Florida East Coast Rnilwny Rig ht -of -way; bounded on the Southerly side by the Northerly line of Lot 1 of Block 59; and. bounded. on • the Westerly side by the Easterly line of ?lest Railroad • Aveni.e (Anconi, Avenue) being also the ''Westerly line of Block 59, extended Northerly to the` Westerly line of Block 62, all as shown on the Plat of MIA:!I STCPES, SEC - TIC'? DUMBER T''!0.(#2), according to the Plat thereof, re- corded in Plat Book 10, Page 37, of the Public Records of Dade County, Florida, EREAS, said Bessemer Properties Incorporated, a Delaware Cornora.- tion, has heretofore or simultaneously herewith, entered into a lease of said property with Renuart Lumber Yards, Inc., a Florida corporation., which aid lease is subject to the aforesaid dedication, and T TEREAS, said. lessee has heretofore applied to Miami Shores r/illn!-o, Florida., a Municipal coreorntion, for the enactment of an ordinance v. said dedication of the above described property so as to permit the closingo* Same to the public for use as a street, and ''IHEREAS, the said Miami Shores Village, Florida, a Munici -nl corrrnorn- tion, is agreeable, under certain conditions hereinafter noted, to vecate the de(lic of said property for public use and to permit same to be clofed to the public for une ns a street. '_d0!, THEPEFCTtE, for and in consideration of the eremison, ns well ns in consideration of the stun of $l.r'f) and other voluable considerations, each to the other in hand paid, rec'ipt whereof is hereby acknowledged, the efnresnid parties hereto covenant and agree as follows, to -wit: 1. In the event that Miami Shores Village closes the above Pscrih ,, d pro as a street, Renu^,rt Lumber Yards, Inc., Agrees thnt it will rF -:ove from said lands any buildinr,s or other str»cturPr Placed thereon, IIY7F71 A PAr)(7r:IT, ATTC)HNEYr3 A LAW, MIAMI, rl f1g111A rnd will return the same as near as possible to its present condition, with- in one year from ante of written notice to it of the enactment by said Village of an Ordinance declaring the intention of said. Village to extend I:ortheast 95th Streit across the right of way of the Florida East Coast Railway as it now exists. 2. Upon receipt of such notice said Renuart Lumber Yards, Inc., and Bessemer Properties Incorporated agree that on or before the end of one year from receipt of such notice, they and each of them will dedicate the aforesaid property to public use as a street, subject only to a right of reversion to Bessemer Properties Incorporated of the title to such land. should. the public use thereafter be lawfully abandoned or discontinued. 3. That in the event of the enactment of said Ordinance, Bessemer Properties, Incorporated and Penuart Lumber Yards, Inc. covenant and agree that they will not resist any effort by Miami Shores Village, rlorido, a Muni- cipal corporation, to reopen said street and will not demand or seek any com- pensation for loss of any interest which they may have therein. 4. Bessemer Properties Incorporated and Renuart Lumber Yards, Inc. agree that in the event the lease between them referred to above herein, should, for any reason, be cancelled or become inoperative, null and void, that Leon thr happening of such event, the pinctn,s of record of this Arrnc'ment shall operate as the rededication of said property to the purposes and uses to which the sane • is now dedicated as aforesaid. 5. The notices herein provided for may be given by beinc s a nt re ;istered mail to the parties hereto at the last known business address of such parties in Dade County, Florida. In the event that either of the parties transfers or assigns his right, title, or interest in said property, the notice herein Provided for shall be given to such transferee or assignee, provided 'that written notice be given to Miami Shores Village of the nnine and address of such tr?.nsferee or assignee. 6. This Agreement is binding upon the successors and assigns .•• the several parties the agreements of the respective signatures hereto shall be concidered/as covenants which shall run with the above described 1-r1. In Witness whereof, the nforesnid pr ties have her unto set t r ?; ^pas .ls at Mir Shores,. h ,. `1fln, r an d •}e' Miami Florida, this / � .day of Fa A. D. Si ;wed, sealed rnd delivered 17OP7 RTIlti it °^e prerenC. 7/ &(11 Acct n.� C� T - ^_Attest _ ���� -- ""I ,''-�. i•- •� -r�'�O r=AL‘:1ix . AlT(�1'tNI Yfi AT LAW, MIAMI, I I iII, (T d1 A : c it 0 . i NC• lVi7' i NUMBER OF PAGES INCLUDING COVER 4 Ao BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 FAX TRANSMITTAL BLDG DEPT DATE: / / /0, TO: 4-4-rteit FROM: � % ' FAX: (305)756 -8972 F AX: 805 /a57 F. 3 MESSAGE: h-064-e_ .A)->f THANK YOU Miami Shores Village Hall Jun 01 05 08:43a 1 11 VMMIllianzau OfRM USIE ONLY NOTICE OF ASBESTOS R • OVATION OR DEMOLITION n P= O' \O11(1: (CHECK ONE ONLY) ❑ ORIGINAL T1 Fr Or PROP CT (CHECK ONE ONLY) 0 DE�\1OLI'r1.N \ +ISEENOVATI NANCE0 ROOFING n COURTESY (I I ) LMOLITION, WAS IT AN OWDERED DEMQLITION? Yr:5 0 NO It RI NOVATION: IS IT AN EMERGENCY RENOVATION OPERAr1UN? ❑ YES r 0 15 IT A PLANNED RENOVATION OPERATION? Florida Department of Environmental Protection Division of Air Resource Management aiilit Y N, Into _MIAMI SHORES PRES. CHURCH— S CI nl 1 'r0('C55 H t. 1.: dress _ 602 NE 96TH ST. MIAMI SitC SHORES, FL 33138 Stare —7 -p —,—Count .0 - -• _ r, i Y = .::li1ir111 � .��. Sp r. n (S Feet) -"or Use: School /College /University Residence _ - went Use: School /College /Unive.rsit )w Y Residence II. t cilit Y Owner - �.'dresc —_ 1 :I. +•. ntr,tt tar's Nagle �� = .:dre _ _ — $15117.-315117. oI_ V IJ. _ _ — �OMPANO� - E a _. t 1 Gi _ - 'c rid.t License Ng- Q014 7/� - l `•.:nedclted Dates: t"l _Is the contract exempt from licensurf� under Section 469.004(7), F.S.? ❑ YES Removal (mrn /dd /yy) Start:_ / � F inish: G ertt( > /tteniwation (nnnvcid /yy) Starr. oeccfures to be used (Cluck Al) That Apply) StriU antf Removal Glove Bii); 1 T OBTAINOR DERM APPROVAL.. BEFOIZ USING A Wet Method Bulldozer ) Wri sg kin Ball *Dry Method { Burn Down 11. - '�s'ecfures for Unexpet-t d RAGA ' _ "ASSOiC3i4�1`���, —. — Phone Consultant Inspecting Site — # of Floors .._ .. —Age in Years__ t�S_ Small Elvainca+ CGther_ _ Small Business Other (� ..—Phone ( _ )j - 7/ „ — L. :Demos Waster Transporter; Name WO ffi'I`E CH ^SO1 ES; lief -- — — =. -dress — — ACt'A — 3T rW7ATCA ITIC13LVD; one ( ) osal Site: Nan �DI�A`/QZ'j - l �, ?{°xn — Ik - ofRACMor _Square feet . feet pipe `` —• _cubic feet of RACM off facility components 1 -- _square feel co•voic .oili..... -, _Squarer feet resilient flooring - ---- ._.._square feet asphalt roofing — ._State T4 zip __. 3p=? ) X. Fee Invoke Will Be Sent to Address in Block Below: (Print or Typo) c ='irPy that he above information is correct and that an individual trained M) ill be on - ained in the provisions of this regulation (40CFR Part 61, site uri the der otilion or renovation and evidence that the required trainin6 has been accomplished 'me will tie jvalla. le f, r ins C � `ctrin orr al business hours./ \ L - -t e • - 1 ..0 A ' S .3 tature of : vner / Operator) / PRIN Postmark /Date Received File It ID if p.2 MIAMI -DApt Miami -Odds DFrtM A:. 5.mii 33 S.W. 2nd Avw Miami, Florida 3313 9 --5/5y Finish; 95 9‘F 545/ (con ct Phon Jun 01 05 08:43a Wortech ASSOCIATES, Inc. 3151 W. Atlantic Blvd. Pompano Beach, FL 33069 DATE: !� FAX COVER SHEET p. 1 /- 3c)` q t k 4C) ° PAGES (INCLUDING THIS PAGE) TO: FROM THE DESK OF: COVER MESSAGE: THANKS IMPORTANT: THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDMDUAL OR ENTITY TO WHICH IT IS ADDRESSED, AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED. CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. IF THE READER OF THIS I3 NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU AND RETURN HAVE RECEIVED THIS TION IN THE ORIGINAL MESSA O TO M US AT THE ABOVE O ADDRESS VIA THE UNITED STATES POSTAL SERVICE ' M E ANK YOU IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL 954-969 -5154 3151 W. Atlantic Blvd. • Pompano Beach, FL 33069 • TEL.: (954) 969 -5154 • FAX: (954) 984 -0576 Jun 02 05 08:20a Wortech ASSOCIATES, Inc. 3151 W. Atlantic Blvd. Pompano Beach, FL 33069 FAX COVER SHEET DATE: j l l 0 5 NCO: FROM THE DESK OF: COVER MESSAGE: PAGES (INCLUDING THIS PAGE) THANKS I IMPORTANT: THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH f IS ADDRESSED, AND MAY CONTAIN INFORMATION THAT IS PRMLEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. IF THE READER OF THIS I3 NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE, AND RETURN THE ORIGINAL MESSAGE TO US AT THE ABOVE ADoc ESS VLA THE UNITED STATES POSTAL_ SERVICE. THANK YOU IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL 954 - 969 -5154 3151 W Atlantic Blvd. - Pompano Beach, FL 33069 • TEL.: (954) 969 -5154 • FAX: (954) 984 - 0576 p.1 I. Jun 02 05 08:20a 6 VII. 0 ER: l t 0 t % ,, L& �rc Strip and Removal Wet Method Na 117411— ,IF, :'�: ilia;: (Signature of Owner /Operator (Square Feet) Stiiuul/Culle e/Unlversity School /Col lege/University Facility Owner Address `;) A N 1 E City Wt RTCCH AS6OCIATES square feet surfacing material linear feet pipe cubic feet of RACM off facility components JJ square feet cementitious material !c L/ ()6 square feet resilient flooring square feet asphalt roofing • Dry Method Citye -- ■;.4„ , .`:\ (' �� State IX, Amount of RACM or ALM DERM USE ONLY Postmark/Date Received Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF ASBESTOS RENOVATION OR DEMOLITION TYPE OF NOTICE (CHECK ONE ONLY); ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY); ❑ DEMOLITION IF DEMOLITION, WAS IT AN ORDERED DEMOUT1ON? IF RENOVATION: 15 IT AN EMERGENCY RENOVATION OPERATION 2 ❑ y IO IS ITA PLANNED RENOVATInnt r1PFPIATInN4 MIAMI SHORES PRES. Facility Name _ CHURCH EVISED 0 CANCELLATION ENOVATION ❑ ROOFING ❑ YES D NO Address 602 NE 96TH ST. City M1AMI SHORES, FL 33138 zip c ounty Site ':f\ t - Building Size Prior Use: Present Use " 1 Consultant inspecting Site Age in Years 0 of Floors `tea Residence Residence Contractor's Name TIC BI. Phone Address City `— POM r - -- State zip Florida I irener• No ` C Is the contractor e•ennpt from ttcensure under section Scheduled Dates: Asbestos Removal (mm/dd/yy) Start:.�2 Procetiuies to be Used (Check All That Ap MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHO - VI. Procedures for Unexp4cted RACM: _ L'1 a_ Small Business Other Small Business Other Asbestos Waste Transporter: Name WORTECH ASSOCIATES, INC. Address 3151 W. ATLANTIC BLVD. City _ P BEACH FL 33@69 VIII. Waste Disposal Site: Name • t: _ \L.\c .. �' �•� �. `� t^ i'.C. .L. n Zip File # [Dry ❑ COURTESY Phone < 7, ) Process tt 4(,9.004(7), F.S.?? I certify that the above information is correct and that an individual trained in the provisions of this regulat.iuti (40CFR Part 61, Sub art M) will be on - site during the demolition or renovation and evidence that the required training has been accomplished by if)is person wil be vailable for inspection during normal business hours. p. 2 QrpL of Enhronmootat Resouttft Mgmt. Air Section 33 &w. 2,4 Meow, Sulle Miami, rbrida 33130.1540 IN )O emo/Renovation (mm/dd/yy) Start: Finish: I ❑ YES ly): 4 Glove Bag Bulldozer A. r Wrecking Ball Burn Down .6�3iyJ�l/ C ta,5 „ k / C -- I SO M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Fleming Steel Door & Frames 20 Barr Rd. Ajax Ontario ,On L1S 3X9 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 18 ga. Outswing Commercial Steel Door - Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0129.09 EXPIRES: 02/05/2006 Raul Rodriguez Chief Product Control Division THIS IS HIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 05/03/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 .MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 7/- Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s0450001 1pc20001 \ templates \notice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com S. W. Fleming Limited 1. 1.1 4. INSTALLATION 4.1 The commercial stee approved drawings. 4.2 Hurricane protection protection system. ACCEPTANCE No.: 01- 0129.09 APPROVED : MAY 0 3 2001 EXPIRES : February 05, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This renews the Notice of Acceptance No. 97- 0327.01 which was issued on February 05, 1998. It approves a commercial steel door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 18 ga. Outswing Commercial Steel Door - Impact (D -18 Series Door & F -16 Series Frame) and its components shall be constructed in strict compliance with the following documents: Drawing No HDF, Sheets 1 through 6 of 6, titled "18 ga. Outswing Commercial Steel Door ", prepared by manufacturer, dated April 2001, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 1 doors and its components shall be installed in strict compliance with the system (shutters): the installation of this unit will not require a hurricane 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 Manu -1 ' erez, P.E. Produc of Examiner Product Control Division S. W. Fleming Limited EXPIRES : February 05, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. ACCEPTANCE No.: 01- 0129.09 APPROVED : MAY 0 3 2001 END OF THIS ACCEPT : NCE Manuel ' ere , P.E., Product Con. Examiner Product ontrol Division 3 S. W. Fleming Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HDF, Sheets 1 through 6 of 6, titled "18 ga. Outswing Commercial Steel Door ", prepared by manufacturer, dated April 2001. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per SFBC 3603.2 (b)5 and PA 202 -94. along with installation diagram of a single commercial steel door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL -0096- 0909 -96, dated 09/13/96 and 07/08/96, signed and sealed by Timothy S. Marshall, P.E. 2. Test reports on 1) Large Missile Impact Test per SFBC, PA 201 -94. 2) Cyclic Wind Pressure Loading Test per SFBC, PA 203 -94. along with installation diagram of a single commercial steel door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL- 0096 - 0709 -96, dated 07/25/96, signed and sealed by Timothy S. Marshall, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Tilteco, Inc., dated 2/24/97, signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by QC Metallurgical, Inc., Report No. QCM -7BM -337 dated March 17, 1997 , for steel samples, tested per ASTM E8 -93, signed and sealed by J. Bankemper Jr., P.E. E. STATEMENTS 1. Statement letter certifying that Walter A. Tillit, Jr., P.E. is still the engineer of records and is still in practice, dated April 6, 2001, signed and sealed by Walter A. Tillit, Jr., P.E. F. OTHERS 1. Notice of Acceptance 97- 0327.01 issued to S. W. Fleming Limited for their 18 ga. Outswing Commercial Steel Door - Impact, dated 02/05/98, expiring on 02/05/01. E -1 ACCEPTANCE No.: 01- 0129.09 APPROVED : MAY 0 3 2001 EXPIRES V4 /.!0 Manu IMP rez, P.E. Product —' Product Control Division : February 05. 2006 rol Examiner t vill � 431 O 111 .49 14619H Joo0 loopy 1461aH JOOO lo^M Frame Robbet Height T & Nom. Door Height 86" -'gwop e6uq Se!OA 1 gwor a eOUOA F7 I I AA it 0 F7 v 01 PIS 1 ff • 4 .S1 sa1JOA __ 1 auop ® O t vill � 111 .49 14619H Joo0 loopy Frome Robbet Height & Nom. Door Height 86" -'gwop e6uq Se!OA 7 � E� F7 I I AA it .S i ff 1 ff • 4 © I^ sa1JOA __ 11 F7 I . 1— ' a SI 2" lo" Fr Width 36' Frome Ibbet Width Dr. Width 73" 3" 32 1 16 32 I Actual Door Width 1 Head ED-4 40" Actual Door Width Head 2" ASSEMBLY # 1 F16 Frome, 018 Door Mortise Lock x ASA Strike Masonry Wire Jamb Anchors 4 , !7 a E N • 0/A Fr Width 36" Frome Rabbet Width & Nom. Dr. Width 3 351 32 2" 1 3 ro ASSEMBLY # 3 F16 Frome, D18 Door Rim Exit Device x # 757F Roller Strike Existing Woll Anchor System Jamb Anchors N LIMO cD }' N to 1 . . SIN L � 1 � rn = 0 40" 0/A Fr Width 2" 36" .0 2 F7 8 Frome Rabbet Width & Nom. Dr. Width 3" 13" 3" 32 35 1 6 32 Actual Door Width 4 0 Head 40" Actual Door Width Head CND 0/A Fr Width 36' Frome Rabbet Width & Nom. Dr. Width 3 " 13" 3" 32 35 16 32 2 7nI;2 a hlm ASSEMBLY # 2 F16 Frome, D18 Door 161 (Cylindrical) Lock x ASA Strike 2 Piece Combination Stud Woll Jcrnb Anchors P = .0 a xx 6 ASSEMBLY /1 4 F16 Frome. 018 Door Mortise Lock x ASA Strike Steel Log Bolt Jamb Anchors E 0 DESIGN PRESSURE RATING +85 PSF, —85 PSF LARGE MISSLE IMPACT RESISTIVE WATER TEST PRESSURE : 150 PSF FOR A DESIGN WATER PRESSURE OF 100 PSF SHUTTERS NOT REQUIRED See drawing HDF 2 of 6 for Door and Frame Specifications r Fleming F I em i n g 20 Barr Rood Ajax, Ontario LIS 3X9 Sled 0on &R. TE A United Dominion Company DATA SHEET 18 GA OUTSWING COMMERCIAL STEEL DOOR TEST SPECIMEN ELEVATIONS Gate : April 2001 I Drawing Number HDF '^'^+!"^'!!°� Sheet 1 of 6 z 0 N a: FOR METRO DADE COUNTY USE ONLY BY ✓/771'» PROD • OLDMSION 4 OUfLDI G CODE COMPUANCE OFFICE ACCEPTANCE NO. Of 0129.0Q Strike Jamb O1 0 E 0 40" 0/A Fr Width 36" Frame Rabbet Width & Nom. Dr. Width Heod EDTYPICAL FRAME ELEVATION e TYPICAL FRAME PROFILE F16 SERIES FRAME SPECIFICATIONS Moteriol: Frame, reinforcings and anchors monufoctured from tension leveled steel conforming to ASTM A924M -94. galvanized to ASTM A653M -94, Commercial Quality (QC), coating designation ZF75, known commercially as paintable Gab/anneal. Min Yielld Strength : 43ksi, designation Min. Tensile Strength : 53ksi, Elongation : 36% Type: 16 gage. double rabbet. 5 -3/4" (minimum), 2" face frame. See detail 2/2 Construction: Mitered corner construction. intersecting faces continuously welded on the inside, intersecting stops tock welded on the inside. exposed faces ground smooth, unwelded interior joint intersections caulked with 'GE Silicone 11', clear, Window and Door Sealant'. See detail 5/3. Reinforcements: Hinges — 10 goge 'high frequency' type (del 1/3) at upper cutout — 10 gage regular' type (det 2/3) at balance Strikes — 12 gage ASA type (det 3/3) or 12 gage flat bar type (det 4/3) to suit strike specified Closers — 16 gage flat bor (where specified) Wall Anchors: New Unit Masonry Walls — Three (3) 0.175" diameter loose wire anchors (det 1.2/4) per jamb min. Yield Strength : 85.4ksi, min. Tensile Strength : 87.1ksi, Elongation : 18.1% or Existing Unit Masonry or Poured Concrete Walls — Each jamb punched and dimpled for four (4) 3/8" diameter x 5" long sleeve anchors and provided with four (4) 18 gage Existing Well Anchor Guides, tock— welded to inside of frame profile four places per guide. See details 6. 7 and 8/4. or Steel/Wood Stud and Gypsum Board Walls — Four (4) 20 gage, two (2) piece, Combination Stud Wall Anchors (det .3, 4 & 5/4) per jamb, each tuck— welded into jamb at four (4) places or (4) 1/4" x 4" steel lag bolts per jamb (det 3. 8 & 9/4). Floor Anchors: One (1) 16 gage Floor Anchor (det 6/3), projection welded to bose of each jamb Hardware: Hinges — Three (3) Hager #881191, 4.5" x 4.5" x .134 ", US32D Stainless Steel, Non (See Note 1) Removable Pins, with (8) 1/2" x 12 -24 Flat Heod Machine Screws per Hinge Strikes — One (1) ASA (4 -7/8" x 1 -1/4" with lip), complying with ANSI /DHI A115.1 for 1 -3/4" thick doors os supplied with Yale cylindrical and mortise locks, mounted with (2) 1 x Of #12-24 flot head machine screws One (1) Yale #757F steel roller strike as supplied with Yale 7150 rim type exit devices. mounted with (3) 3/4" x #10 -24 flat head machine screws Threshold — National Guard Products # 950N (det 2/5), handicap accessible, 078" thick oluminum 5" deep x 1/471/2" height with neoprene bulb insert, mounted with (4) Rawl Topper, #2742, 3/16" x 1 -3/4" carbon steel FHS in concrete or (4) # 10 x 1" FHS in wood Mounting screws located 2" from eoch end and 16" on center. Weatherstrip — Notional Guard Products # 130NA (det 1 it 3/5). aluminum carrier with neoprene gasket at jambs and head, mounted with #6 x 3/4" stainless steel self— tapping screws at 8" centers r Flemin Fleming 9 20 Barr Road Ajax. Ontario LIS 3X9 Sled (kerslSFarm TECHNICAL A United Dominion Company DATA SHEET z L 2 E 0 L. 0 t7 N 9`c fl f____1 18 GA OUTSWING COMMERCIAL STEEL DOOR F16 SERIES FRAME & D18 SERIES DOOR TYPICAL ELEVATIONS & SPECIFICATIONS Oote : April 2001 Drawing Number : HDF X47 I Sheet 2 of 6 ,n l9a h 3" 32 36" Nom. Door Width 35 16 Actual Dr Width Strike on Frame Q 5 Note 1: For alternate latching hardware refer to drawing 6 of 6 3 " 32 Line of Frame Face 1 ICO Z TYPICAL DOOR ELEVATION D18 SERIES DOOR SPECIFICATIONS .0 0' 2 0 - m 0 nItO 0 .0 at O 0 0 E z 0, o: z z 0 tn r; Z W a cc O Moteriol: Foce sheets, internal components and reinforcements manufactured from tension leveled steel conforming to ASTM A924M -94. galvonized to ASTM A653M -94, Commercial Quality (QC), cooling designotion ZF75, known commercially as paintable Galvonneal. Min Yield Strength : 43ksi, designotion min Tensile Strength : 53ksi, Elongation : 36% Construction: 1 -3/4" thick. 18 goge face sheets, paper honeycomb core. full flush. interlocking edge seams. commercial. swinging door. See details 1, 2 & 3/5 Honeycomb Core: Unexpended, 33 lb/1000 sq. ft wt. 180 ply. single glue line. 1" cell. 1.1 Ib /cu.ft. density (expanded), 23 in Ibs /sq.in compressive strength (ASTM C -365), 3,900 in Ibs / sq.in. compressve modulus (Ec). 17 in Ibs / sq.in (Tc) shear strength in length (ASTM C -273), 13 in lbs/sq.in (Tc) shear strength in width (ASTM C -273). 3,400 in lbs/sq. in (Cc) shear modulus in length, 1,600 in Ibs / sq.in (Gc) shear modulus in width. Monufocturer : Tenneco Core is bonded to face sheets with spray applied Nacan # 34 -9014 reactive hot melt, polyurethane adhesive with isocyonate catolyzing agent. Application rote : 8 groms/sq.ft.of core Top & Bottom: 16 gage inverted end chonnels projection welded to foce sheets and 16 gage top cop arc welded inside top end channel. See details 1 & 2/5. Reinforcements: Hinges — 10 goge 'high frequency' type (detl /3) of upper cutout — 10 gage 'regular' type (det 2/3) at balance Locks — Cylindrical Type — 12 gage (detail 5/5) — Mortise Type — 16 gage (detail 4/5) — Rim Exit Device — 16 gage (detail 6/5) Finish: Touch —up with zinc rich primer Hardware: Hinges — Three (3) Hager #881191 x US32D, 4.5" x 4.5" x .134 (See Note 1) stainless steel, non — removable pins with (8) 1/2" x 12 -24 Plot head machine screws per hinge Cylindrical Lock — One (1) Yale # AU5407L x 26D, heavy duty, cold rolled steel, 1/2" throw brass deadlocking latch bolt, solid cost lever handles, conforming to ANSI A156.2, Series 4000, Grade 1 or Mortise Lock — One (1) Yale # AUR8747 x 32D, wrought steel case, 3/4" throw deodlatching stainless steel latch bolt. 1" throw stainless steel dead bolt, solid brass lever handles. conforming to ANSI A156.2, Series 1000, Grade 1 or Rim Exit Device — One (1) Yale # 7150 x 532 x 320, stainless steel escutcheon, cylinder and pull. 3/4" throw nickel —steel latch bolt. conforming to ANSI A156.3. Grade 1, with Yote # 723 shim kit Welding: All projection (resistance) welds to Resistance Weld Manufacturers Associotion (R.W.MA) Group A (Alloys), Class 2 (Chromium Copper) FOR METRO DADE COUNTY USE ONLY BY PROD U OL DIVISION BUILDING CODE COMPUANCE OFRCE ACCEPTANCE NO. OI - O 1 29.0 9 L HIGH FREQUENCY HINGE REINFORCING 10 Goge Steel weld Prong t(tYP'c0I) (Pe re info s rike 2) for r bottOrn reinf , o9 t°P °nd 1 % RIM STRIKE REINFORCING 12 Gage Steel r Fleming Fleming 20 Barr Road Ajax Steel lboaBFmnn , Ontario 1.15 3X9 A United Dominion Company DATA SHEET 1 1 0 REGULAR HINGE REINFORCING 10 Goge Steel -�J . ASA STRIKE REINFORCING 12 Goge Steel i .. 18 GA OUTSWING COMMERCIAL STEEL DOOR F16 SERIES FRAME REINFORCINGS AND ASSEMBLY DETAILS Dote : April 2001 \ 07 Drawing Number : HDF Sheet 3 of 6 Full weld °n insi e my Ater P ° j e ti kD Corn i t n side P°rt on m IIp em oved 1 Silica �f ters ee n tip n s elded i P si de mb /he NOTE : Details 1, 2 and 5 used on all four assemblies : Detail 3 used on Assembly Numbers 1, 2 and 4 : Detail 4 used on Assembly Number 3 : Detail 6 used on Assembly Numbers 1, 2 and 4 . r ors, flooinsnceo On °r). for con o d et ;o fl10or 2 He ° � n and n i C 011y a n d Rams dio he °d chars • 11‘ g e° 109 withong x • floor ° 4^ x 4 ^ 2. For wpO to (2 ski 1/ fi Se°uere er °nc hor) bolts P TYPICAL JAMB /HEAD INTERSECTION Floo onchor (6x)tOrop0ttor" ofleoch jamb FLOOR ANCHOR 16 Gage Steel Body MI on d sided fad s only V t m iters sld tac t e / rsections 1 2^ gonad stoP in 1 °m b /he of 0 0 W a: c: c This onchor is provided on all jambs. When jamb is anchored to existing unit masonry or poured concrete walls. the floor anchors are not secured to the floor FOR METRO DADE COUNTY USE ONLY L MASONRY WIRE ANCHOR SPACING (3 anchors per jamb) 8z L ull t h eight of f rom as b lock a up sse teel v”re Mt 175 did- to 1 °b Dint c ped I b °iks mortar betwe No Anchors Required in Heads v N N ■p N 0 4 or 9 r Flemin Fleming 20 Barr Rood Ajax. Ontario L1S 3X9 A United Dominion Company DATA TECHNICAL Reel Doan 8 frames 9 LAG SCREWS OR 4 TWO PIECE COMBINATION STUD WALL ANCHOR SPACING (4 anchors per jomb) 18 GA OUTSWING COMMERCIAL STEEL DOOR F16 SERIES FRAME WALL ANCHOR DETAILS Cote April 2001 I Drowino Number : HDF x$97 Sheet 4 of 6 Small —joint sealant at frame return /wolf intersection Anchor secured to studs with (4) #8 x 1" drywall screws per anchor 1/2" or 5/8" thick gypsum wall board 2" x 4" wood or 3 1/2" steel studs (4) Flat head steel, zinc plated 1/4" dio. x 4" long wood log screws per jamb Small —joint seolqnt at frame return /woll intersection 2 x 4" wood studs Anchor Guides RcwI —Bolt, steel. zinc plated 3/8" dio. x 5" long sleeve anchor Small —joint sealant at frame return /wall intersection Existing unit masonry or poured concrete wall No Anchors Required in Heads Note : Details 1 and 2 used on Assembly Number 1 : Detoils 3, 4 and 5 used on Assembly Number 2 : Detoils 6, 7 and 8 used on Assembly Number 3 : Detoils 3, 8 and 9 used on Assembly Number 4 io c io J z 0 w D e: 2 0 N ti 2 w 0 o: gp EXISTING WALL ANCHOR GUIDE 44 AND PREPARATION SPACING (4 anchors per jamb) sting de e • WoIgM°har rug 1 8 FOR METRO DADE COUNTY USE ONLY APPROVED AS COMPLYING WITH THE SOUTH %RA Fry ORE BY PROD U f�QONTROLDMSION WILDING CODE C0 APLLANCE OFFICE ACCEPTANCE melt- 0124 9 L 5 e TYPICAL SECTION r Fleming Fleming 20 Bon Rood Med DOOM 8 Rams Ajax. Ontario US 3X9 A United Dominion Company DATA SKEET 16 go. steel top cap arc welded to inside of end channel of 3" OC National Guard Products .1 Weatherstrip # 130NA 18 ga. face sheets Paper honeycomb core laminated under pressure to each face sheet AT TOP OF DOOR 16 ga. steel end channel projection welded to face sheets of 3 OC National Guard Products Threshold f/ 950N 'GE Silicone II' caulking (4) Rawl Topper, # 2742, 3/16° x 1 -3/4 corbon steel FHS in concrete floors or (4) # 10 x 1" steel FHS for wood floors, 2 from each end and 16" on center e t TYPICAL SECTION AT BOTTOM OF DOOR 9" 16 Continuous, vertical, mechanically interlocking edge seam with resin reinforced adhesive /seolont 3" ED TYPICAL SECTION AT DOOR EDGE i 18 GA OUTSWING COMMERCIAL STEEL DOOR D18 SERIES LOCK SEAM HONEYCOMB CORE DOOR DETAILS Data : ._.. Orawinq Number : HDF Sheet 5 of 6 1 ' 16 4 b NOTE : Details 1, 2 and 3 used on all assemblies : Detail 4 used on Assembly Numbers 1 and 4 : Detail 5 used on Assembly Number 2 : Detail 6 used on Assembly Number 3 5 P .- f lock rc ing ED MORTISE LOCK REINFORCING ASSEMBLY 16 Gage Steel ° 15 3 CYLINDRICAL LOCK 5 REINFORCING ASSEMBLY RIM EXIT DEVICE REINFORCING CHANNEL 16 Gage Steel J Z 0 w FOR METRO DADE COUNTY USE ONLY APPROVED AS COMPLYING WITH THE SOUTH �,Qir D dUIDI DA MI �3 BY �/71)A1/l ,.. 11 PRODU' .NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. I - 012 9-09 L CYLINDRICAL LOCKS All cylindrical locks listed below ore heavy duty, with 1/2" throw deadlocking latches, conforming to ANSI A156.2, Series 4000, Grade 1 AU 5407L x 26D (As Tested) - ITrim Material and Finish Key -In -Lever Code' Lock Function I Lock Series I (Knob or Lever Design' Knob or I ever Designs BR Brandywine Knob CA Carolina Knob LF Litchfield Knob WN Windsor Knob AU Augusto Lever MO Monroe Lever PB Pacific Beach Lever Lock Series 54 Cold Rolled Steel Mechanism 55 Stainless Steel Mechanism Lock Function 03 Privacy 04 Entry 05 Storeroom /Closet 06 Service Station 07 Entrance 08 Classroom 09 Exit Latch 17 Apartment 19 Store Lock 20 Hotel /Motel 21 Communicating (2 Knobs or Levers) 22 Dormitory 24 Classroom with Holdback 28 Exit (Single Knob or Lever) 30 Utility /Asylum /Institutional Key -In -Lever Code For 54 and 55 Series Knob Designs L For 54 Series Lever Designs Trim (Knob & Rnse) Mnterial and Finish 3 Bright Brass, Clear Coated 4 Satin Bross, Clear Coated 9 Bright Bronze, Clear Coated 10 Sotin Bronze, Cleor Coated 10B Satin Bronze, Oxidized & Oil Rubbed 26 Bross, Bright Chrome Plated 26D Brass. Satin Chrome Plated 32 Bright Stainless Steel 32D Satin Stainless Steel P Fleming Fieming 20 Barr Road any Frans Ajax, Ontario LIS 3X9 A United Dominion Company TECHNICAL DATA SHEET MORTISE LOCKS All mortise locks listed below have wrought steel case, 3/4" throw deadlotching stainless steel latch bolt. 1" throw stainless steel dead bolt. conforming to ANSI A156.2. Series 1000, Grade 1 AUR 8747 x 32D (As Tested) -Trim Moteriol and Finish -{Lock Function Lock Series HRose or Escutcheon Design' Knob or Lever Design' Knob or Lever Designs BR Brandywine Knob CA Carolina Knob CO Copenhagen Knob FN Finlandia Knob LF Litchfield Knob SU Sutton Knob WN Windsor Knob AR Arcodio Lever AU Augusto Lever CR Carmel Lever JN Jefferson Lever MO Monroe Lever P8 Pacific Beach Lever PN Pinehurst Lever VI Virginia Lever R,pse or Escutcheon Design E Escutcheon Plate MF Mayfair Rose LW Litchwood Rose R Lever Rose YK York Rose Lock Series 87 3/4" Throw Bolt Lock Function 02 Privacy 20 Hotel /Motel 22 Dormitory 27 Hotel /Motel 31 Detention 32 Hotel /Motel 47 Entrance /Apartment Door 60 Entrance /Storeroom 60 -2 Entrance /Storeroom 67 Entrance /Apartment Door Trim (Knob. Rose & Escutcheon) Moteriol and Finish 3 Bright Bross, Clear Cooted 4 Satin Brass, Clear Coated 9 Bright Bronze, Clear Coated 10 Satin Bronze, Clear Coated 10B Satin Bronze, Oxidized & Oil Rubbed 26 Brass. Bright Chrome Plated 26D Brass, Satin Chrome Plated 32 Bright Stainless Steel 32D Satin Stainless Steel 18 GA OUTSWING COMMERCIAL STEEL DOOR "YALE" LATCHING HARDWARE CONFIGURATIONS Data April 2001 I Drawing Number : HDF DERM Sheet 6 of 6 RIM EXIT DEVICES All rim exit devices listed below have a 3/4" throw, two piece. heat treated nickel -steel alloy 'square bolt' deadlocking latch bolt, identical inferno' operating mechanisms, and conform to ANSI A156.3, Grade 1 7150 x _532 x 32D x 723W (As Tested) - ICylinder Dogging - ISeries I Seri 71 Wide Case Device 72 Narrow Case Device -(Options) Trim and Touch Bar Material and Finish' i Outside Trim' - IKnob or Lever Design' Cylinder Doaaing 50 No Cylinder Dogging 55 Cylinder Dogging F re g Ratin Panic Exit Device (Non Rated) F Fire Exit Device (Rated) Knob or I ever Design No Knob or Lever 8R Brandywine Knob CA Carolina Knob CO Copenhagen Knob FN Finlandio Knob LF Litchfield Knob MY Mystic Knob WN Windsor Knob AR Arcadia Lever AU Augusta Lever CN Cotillion Lever CR Carmel Lever JN Jefferson Lever MO Monroe Lever PB Pacific Beach Lever PN Pinehurst Lever SA Saxon Lever VI Virginia Lever outside Trim Design No Outside Trim 500• Blank Narrow Esc 501• Cyl z Narrow Esc 502• CyI x Knob x Norrow Esc 503• CyI x Thumb Turn x Narrow Esc 504• Knob x Narrow Esc 505• Knob (Rigid) x Narrow Esc 506• CyI x Knob x Narrow Esc 507' Turn Pc x Narrow Esc 508" Lever x Narrow Esc 509' Lever (Rigid) x Narrow Esc 512• Cyl x Pull x Narrow Esc 513' Cyl x Tumpc x Pull x Narrow Esc 514• Pull x Narrow Esc 517• Turnpc x Pull x Narrow Esc 518• CyI x Thumbpc x Pull x Narrow Esc 519• Thumbpc x Pull x Narrow Esc 520• Blank Short Esc 521• CyI x Short Esc 522• CyI x Knob x Short Esc Trim and Touch Bar Material and Finish 3 Bright Bross, Clear Cooted 4 Satin Brass, Clear Coated 9 Bright Bronze, Clear Coated 10 Satin Bronze, Clear Coated 10B Satin Bronze, Oxidized & Oil Rubbed 26 Bross, Bright Chrome Plated 26D Bross, Satin Chrome Ploted 32 Bright Stainless Steel 32D Satin Stainless Steel WU Wood Veneer. Unfinished •• WF Wood Veneer, Finished •• BN Fused Block Nylon, Semi Gloss •• Touch Bar Only notions 723N Shim Kit for 72 Series Device 723W Shim Kit for 71 Series Device 523• Knok x Cyl x Short Esc 524• Knob x Short Esc 525• Knob (Rigid) x Short Esc 526• Cyl x Lever x Short Esc 527' Lever x Cyl x Short Esc 528' Lever x Short Esc 529• Lever (Rigid) x Short Esc 530• Blank Long Esc 531• Cyl x Long Esc 532• Cyl x Pull x Long Esc 533• Cyl x Thumbpc x Pull x Long Esc 534' Pull x Long Esc 535 Pull x Thumbpc x Long Esc 541• Key in Lever Only 542• Key in Knob Only 544• Knob Only 546• Key in Lever Only 548• Lever Only 549• Level (Rigid) Only • For Fire Rated Trim add "F" Suffix z 0 ce z a FOR METRO DADE COUNTY USE ONLY PRODI&CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. 0 124. 09 09:58 MIAMI SHORES VILLAGF 4 3057576564 NO. 230 DOO1 Miami Shores Village Building Department � n PFll . 7,�VED FED 1 1 5 Permit No. Page 1 of 2 10 /28/04 BUILDING CRITIQUE SHEET 10050 N.E2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BP 04 -1410 1. Submit electrical, mechanical, plumbing permit applications. Plans do not show where wall cut - sections 1 /A3 and 2/A3 are to be used. S rlit r A- 7 A. Provide 1 hr ceiling assembly number from an appproved testing agency and show ceiling at chase area. s . duJ �- £ 4''Provide construction details of new CBS walls at stairwe • Provide a floor plan of new bathrooms showing dimensions of walls, stalls, ect. Ste A.2 1 A-7 4 A' 9 i1/4A' S ktml Follow the procedures on the next page for submission of corrected plans for your re- submittal. STRUCTURAL COMPUTATIONS FOR MIAMI SHORES PRESBYTERIAN CHURCH RESIDENTIAL RENOVATION PROJECT LOCATED 602 NE 96 STREET MIAMI SHORES, FLORIDA JANUARY 31 TH , 2005 ORDER: 98 -241 Pages: 7 +cover TOM MARINOS, P.E. CIVIL & STRUCTURAL ENGINEERING State of Florida Reg. No. 51562 1785 SW 185 AVENUE MIRAMAR, FLORIDA 33029 TEL.954.392.7540 •11•110. TOM MARINOS, P.E. Civil and Structural Engineering 1785 SVV 185 Avenue Miramar, Florida 33029 Tel: (954) 392-7540 Fax (954) 392-7540 E-Mail: civilengtm@mindspring.com r\A ‘Prrok rto (2,.e_ Project: Brea Cri at • • • ....... . : ... • ee; ............... • • ........ • • • .• ..... • • • • 601 A_4 c 1 ; M MiPTTel sitorees . ............ . .... ... . • • • • ....... • • • ... • .... ..... • • • Order No • 93 Engineer: T M Checked. Date: Page Rev: Description: MIAMI SHORES PRESBYTARIAN CHURCH Analysis by: TM E. User Input Data Structure Type Basic Wind Speed (V) Structural Category Exposure Struc Nat Frequency (n1) Slope of Roof (Theta) ype of Roof Kd (DtrectonaUty Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) idth Perp. To Wind Dir (B) Kith Paral. To Wind Dir (L) Dam Ratio (beta) Bugg 146 III C 1 5 Gabled 0.85 25.00 25.00 25.00 90.00 80.00 0.01 mph Hz Deg ft ft ft ft ft Red values should be changed only trough Main Menu' Type of Structure Height/Least Horizontal Dim Flexible Structure WIND98 v3-04 Wind Load Design per ASCE 7 -98 0.31 No I'(zm/33rEpsilon (1/(1 + 0. 63 `((Min(B,L)+Ht)/Lzmr0.63))"0.5 0.9251(1 +1.7'Izm'3.4'Q)/(1 +1.7'3.4'lzm)) mportance Factor Bm = C c = E psilon = Zrru = QUt,Factor Surniruary`. 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are use Hurricane Prone Region (V>100 mph) 1.15 Table C6-4 Values 9.500 900.000 0.105 1.000 0.154 0.650 0.200 500.00 ft 0.200 15.00 ft 0.851 .........._. 15.00 ft 0.2281 427.06 ft 0.8908 0.8675 0.851 1/31/2005 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsutting.com Page No. 1 of 6 iti on Gc . Max + Max - Open Bergs 0.00 0.00 Partially Endosed Buildings 0.55 -0.55 Enclosed Bungs 0.18 -0.18 Enclosed Building 0.18 1 -0.18 J 1/31/2005 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 1 Elev ft 25 20 15 Kz 0.95 0.90 0.85 Kzt 1.00 1.00 1.00 qz lblfM2 50.42 48.11 45.28 Pressure (lbi t"2) Windward Wall' +GCpi 25.21 23.64 21.71 -GCpi 43.36 41.79 39.87 Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Copyright 2002 - MECA Enterprises, Inc. www.mecaconsutting.com Page No. 2 of 6 ::Railit Pt+essure Ca feleMs CF Roof Area (sq. ft.) - Reduction Factor 1.00- 1/31/2005 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6-3 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems 4 8, ' .t ,„,, EN w 1M 14 14 Ilk 14 VW m M N Z M IN 14 M M urface I Horizontal distance from windward edge 14 L Variable Kh Qh Khcc Qhcc Fo 2.01 *(HUzg)^(2 /Alpha) Topographic factor (Fig 6-2) .00256*(vr2*I*Kh *Kht*Kd Comp & Clad: Table 6-5 Case 1 00256*\ ^2*I *Khcc *Kht*Kd 0.95 1.00 50.42 0.95 50.42 psf psf Wall Pressure Coefficients, Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Cp mdward Wag (See Figure 6.5.12.2.1 for Pressures) 1 0.8 for Wutd Normal to 90 ft F rra:y tie req J for other ► rd direr#ons> Leeward Wags (Wind Dir Normal to 90 ft wall) Side Wad 'Overhang Bottom (Applicable on Windward only) -0.50 -0.70 0.80 -30.51 -39.08 34.29 -12.35 -20.92 34.29 Roof - Wind:.dotmalito:Ridge ( Theta <:10) . - for Wind: Normal to` 90 ft face Dist from Windward Edge: 0 ft to 12.5 ft Dist from Windward Edge: 12.5 ft to 25 ft Dist from Windward Edge: 25 ft to 50 ft Dist from Windward Edge: > 50 ft -0.90 -0.90 -0.50 - 0.30 -47.65 -47.65 -30.51 -21.93 -29.50 -29.50 -12.35 -3.78 Roof:- .Wind Ridge (Al .Theta) - for:Wind Normal to•90 ft :face : _ : :::' Dist from Windward Edge: 0 ft to 12.5 ft Dist from Windward Edge: 12.5 ft to 25 ft Dist from Windward Edge: 25 ft to 50 ft Dist from Windward Edge: > 50 ft - 0.90 - 0.90 -0.50 -0.30 -47.65 -47.65 -30.51 -21.93 -29.50 -29.50 -12.35 -3.78 Page No. 3 of 6 Case A Surface GCpf +GCpi -GCpi qh (Psf) Min P (Psf) Max P (Psf) 1 0.40 0.18 -0.18 50.42 11.09 29.24 2 -0.69 0.18 -0.18 50.42 -43.87 -25.71 3 -0.37 0.18 -0.18 50.42 -27.73 -9.58 4 -029 0.18 -0.18 50.42 -23.70 -5.55 5 0.00 0.18 -0.18 50.42 -9.08 9.08 6 0.00 0.18 -0.18 50.42 -9.08 9.08 1 E 0.61 0.18 -0.18 50.42 21.68 39.83 2E -1.07 0.18 -0.18 50.42 - 63.03 -44.88 3E -0.53 0.18 -0.18 50.42 -35.80 -17.65 4E -0.43 0.18 -0.18 50.42 -30.76 -12.61 5E 0.00 0.18 -0.18 50.42 -9.08 9.08 6E 0.00 0.18 -0.18 50.42 -9.08 9.08 WIND98 v3-04 Wind Load Design per ASCE 7 -98 Kh = Kht = Qh = p = qh " (GCpf - GCpi) 4E Figure 6-4 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 "(Ht/zg)^(2/Alpha) Topographic factor (Fig 6-2) 0.00256 "(V)"2 "ImpFac "Kh "Kht"Kd 0.95 1.00 50.42 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 6 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 50.42 -31.77 -13.61 2 -0.69 0.18 -0.18 50.42 -43.87 -25.71 3 -0.37 0.18 -0.18 50.42 -27.73 -9.58 4 -0.45 0.18 - 0.18 50.42 -31.77 -13.61 5 0.40 0.18 -0.18 50.42 11.09 29.24 6 -029 0.18 -0.18 50.42 -23.70 -5.55 1E -0.48 0.18 -0.18 50.42 -33.28 -15.13 2E -1.07 0.18 -0.18 50.42 - 63.03 -44.88 3E -0.53 0:18 -0.18 50.42 -35.80 -17.65 4E -0.48 0.18 -0.18 50.42 -33.28 -15.13 5E 0.61 0.18 -0.18 50.42 21.68 39.83 6E -0.43 0.18 -0.18 50.42 -30.76 -12.61 1/31/2005 Kh = Kht = Qh = w 4E Figure 6-4 - Extemal Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zgr(2/Alpha) Topographic factor (Fig 6-2) 0.00256*(V)"2'ImpFac•Kh *Kht*Kd = qh • (GCpf - GCpI) Wind Direction WIND98 v3-04 Wind Load Design per ASCE 7 -98 a 0.95 1.00 50.42 Copyright 2002 - MEGA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 6 Component Width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (1b/fM2) Max Min Max Min DOOR 1 3 6.67 20.01 4 0.85 -0.94 52.04 -56.58 3 6.67 20.01 5 0.85 - 1.16 52.04 -67.78 0.00 0.00 0.00 • a= 8 = => Copyright 2002 - MECA Enterprises, Inc. WIND98 v3 -04 Wind Load Design per ASCE 7 -98 Figure 6 -5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft 8.00 ft 1 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. L_L__2.__ o 2: 1 o II - r t a Gabled Roof Theta < =10 1/31/2005 www.mecaconsutting.com Page No. 6 of 6 Miami Shores Village Building D epartment Permit No. Page 1 of 2 10/28/04 [3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1410 BUILDING CRITIQUE SHEET 41 1. Submit electrical, mechanical, plumbing permit applications. 2. Plans do not show where wall cut - sections 1 /A3 and 2/A3 are to be used. 3. Provide 1 hr ceiling assembly number from an approved testing agency and show ceiling at chase area. 4. Provide construction details of new CBS walls at stairwell. 5. Provide a floor plan of new bathrooms showing dimensions of walls, stalls, ect. c14 1,04 -I!s Afet /3.1-4 r00/►"' \Av.-A A-SS d y Follow the procedures on the next page for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 10/28/04 305- 795 -2204 CURTIS CRAIG 1/11/05 305 - 795 -2204 Miami Shores Village Building Department Permit No. Page 1 1/11/05 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1410 �1. Still need to submit electrical, mechanical, plumbing permit applications. ( i. -\ Still need to provide 1 hr ceiling assembly number from an approved testing agency and show ceiling at chase area (chase between walls at 2 floor bathroom ceiling /roof assembly). pection Number: !NSF-14403 Inspection Date: 04/10/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DOCOOVTCOIAM Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, April 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 5)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Ceiling Grid Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 Passed &( L 4 1 O v Inspector Comments /- - NA,4.-.3 � 40 OK- ,6,...r„,„....0 4 b e,- ("t..) Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until pection Number: !NSF-14403 Inspection Date: 04/10/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DOCOOVTCOIAM Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, April 7, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 5)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Ceiling Grid Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 nspectton Nu tuber: INSP 77330 Inspection Date: 01/2412006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Monday, January 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph Owner: CHURCH, MIAMI SHORES onccDVTCO A M Job Address: 602 96 Street NE Miami Shores Village, FL Contractor: SA CONSULTANTS LLC ne: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 . 17)5frc - rid Page 2 of 2 Passed Inspector Comments _ i_sT`oo x. 0 'Ale"? wee /13 /4) /tee //w j g ea Go �/ ceP �� 0 �,te � o u� mss, ?...._ ' s1 ,A. 6 .NCI ,�.e 7 < i ® , dJ.s 2O �V i rte /Lo / t 7 M / -- ✓ J - L - � / 0 2 ,u d x — ,v/ &e Ave3/ ,PA Z. @.a t ia A GcJ =12. ,mss -eiri -_ .T v � � 75 �P.0 v4 f Z -- ,' /e4 0j j / 1 r, 7) � y Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspectton Nu tuber: INSP 77330 Inspection Date: 01/2412006 Inspector: Grande, Claudio Project: <NONE> Building Department Comments Monday, January 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph Owner: CHURCH, MIAMI SHORES onccDVTCO A M Job Address: 602 96 Street NE Miami Shores Village, FL Contractor: SA CONSULTANTS LLC ne: (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 . 17)5frc - rid Page 2 of 2 Related Permits Commercial ConstructionAri?enq Electrical - CommerciafFfcc Alodm Electrical - Commercial Electrical - Commercial Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Pet Imported Permit/a/CVO CaUncT Imported Permit - Fen-lp fofies Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Imported Permit Permit Number CC -2 -06 -458 F r )o I ELC- 12 -05- 3731=( nC) ELC -2 -06 -461 ELC2005 -389 ME2003 -181. MC2005- 1521=1 Y)C- 1 ME2003 -82 BP2003 -469 BP2003 -1998 EL2005- 227F'i nC 1 Imported Permit EL2003 -358 Imported Permit I•-'145 azu- DitABP2004 -1410 �YiC�O BP2004 -213 BP2003 -25 BP2002 -1890 EL2003 -113 BP2004 -1660 BP2004 -558 BP2003 -1404 BP2003 -720 EL2002 -321 BP2004 -1024 PL2005 -238 BP2005 -283 Fi nCt I EL2003 -148 Pi nct 1 EL2004 -38 PL2005 -144 ME2002 -127 BP2003 -1485 EL2003 -303 MC2005 -62 Fi rac 1 PL2003 -318 BP2002 -1784 Application Date 02/23/2006 11/02/2005 02/23/2006 11/09/2005 09/24/2003 11/07/2005 05/06/2003 03/24/2003 12/31/2003 07/05/2005 12/02/2003 10/26/2004 02/17/2004 01/07/2003 11/01/2002 05/05/2003 12/20/2004 04/26/2004 08/28/2003 05/05/2003 10/04/2002 07/26/2004 07/27/2005 02/28/2005 05/28/2003 02/17/2004 05/10/2005 09/16/2002 09/11/2003 10/08/2003 05/10/2005 12/02/2003 10/18/2002 Expiration Date 02/23/2007 11/02/2006 02/23/2007 11/09/2006 05/31/2004 05/06/2006 12/08/2003 04/04/2005 07/14/2004 12/31/2006 08/23/2004 12/31/2006 10/09/2004 09/01/2003 09/02/2003 01/14/2004 08/29/2005 11/06/2004 04/17/2004 01/14/2004 06/02/2003 03/13/2005 03/27/2006 08/27/2005 11/24/2003 11/03/2004 12/31/2006 09/07/2003 04/19/2004 06/08/2004 12/31/2006 07/12/2004 06/02/2003 Status APPROVED APPROVED CLOSED CLOSED CLOSED APPROVED CLOSED CLOSED CLOSED APPROVED CLOSED APPROVED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED CLOSED EXPIRED EXPIRED CLOSED CLOSED CLOSED CLOSED CLOSED APPROVED CLOSED CLOSED Monday, June 19, 2006 Page 2 of 2 Parcel Owner Report Parcel Number: 1132060141410 602 96 Street NE Miami Shores Village FL Tax ID: 1132060141410 Owner Information MIAMI SHORES PRESBYTERIAN Current Owner: Yes Company: MIAMI SHORES PRESBYTERIAI Phone: (305)754 -9541 Monday, June 19, 2006 Page 1 of 2 JUN -22 -2006 THU 09:08 AM FAX COVER DATE: TO: COMPANY: FAX: CC: FROM: RE: Dear Mr. Grande, 6/22/06 Mr. Claudio Grande, C_B_O., Building Official Miami Shores Village, Building Department 305 -756 -8972 Mr. Maxwell, Maxwell & Partners Fax: 305- 759 -1622 Hamid Salehi Miami Shores Presbyterian Church If you have any question, please call me at 305-857-9220. Sincerely, Hamid Salehi, PM FAX NO. SA Consultants, LLC General Contractors #PAGES: 2 (Including Cover Sheet) I would like to thank you for all your time & cooperation we received from you & the Building Department during the construction of the Miami Shores Presbyterian Church — Educational Wing. Attached is copy of Final Inspections for Fire Alarm, and CO by the Miami -Dade Fire Rescue Department for your record. 7625 S.W. 160 Terr. . Miami, Florida 33157 . Tel. 305- 232 -6733 . Fax_ 305 - 232 - 1.534 P. 01/02 - JUN -22 -2006 THU 09:08 AM OCCUPANT Ma ( PJ /G4 L. 0-0 F Page of r Pages MIAMI -DADE FIRE RESCUE DEPARTMENT DATE FIRE INSPECTION REPORT CONTINU ATION �• C / ('-'l fre L- ADDRESS ( Q6 . I" C' l (-o T f i UG4 M t) 1 J D. C C..c/o 6 / - off) FAX NO. P. 02/02 INSPECTOR LT- f` : _._. r ,,. , I I. oo atm { Passed �l7 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Permit Number: BP2004 -1410 Inspection Number: INSP-21033 JUN 8 C Inspection Date: 06/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES OOCCOVTCOIA Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC ment Comments Monday, June 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1410 Printed: 6/6/2005 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor SA CONSULTANTS LLC Local Phone: 305 - 857 -9220 Parcel # 1132060141410 Signed: (INSPECTOR) Building Permit ST Contractor's Address: 2150 CORAL WAY Permit Status: APPROVED Permit Expiration: 6/7/2005 Construction Value$160,000.00 Work: REPLACE EXISTING MALE AND FEMALE Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2005 -7283 Submittal Fee ($250.00) FEE2005 -7284 Building Fee $1,800.00 FEE2005 -7285 CCF $36.00 FEE2005 -7286 Training and Education Fee $12.00 FEE2005 -7287 Technology Fee $54.00 FEE2005 -7288 Scanning Fee $30.00 FEE2005 -7289 Builders Bond $300.00 Total Fees: $1,982.00 Total Fee41,982.00 Total Receipts: $0.00 11 ?A CK i5343 //.13a In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: H Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shore lorida 33138 Tel: (305) 795.2 r . &!) 7 6.8972 o Aija BUILDING � 2 ® Permit No. PERMIT APPLICATION _ _ - -' aster Permit No. FBC 2001 - Permit Type (circle) Buil lin '' Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) J i. • 4 the 1 "I ���• = P one # b4 �5 - 7 6 1 ' 41 f2C- Owner's Address 6e2. N ` State Tenant/Lessee Name 14Ot Job Address (where the work is being done) `p02 Ne. 46 - b1 City Miami Shores Village County Miami -Dade Zip ' 313.0 Is Building Historically Designated YES NO x Contractor's Company Name 'C trN. UJWStAI.� AG4T5 1.1-L Phone # 2 7°5 - 23 2. - Co Z�3 Contractor's Address 2445 07 FAA- WA`{ r star .. 7 17 Cit f IRCWI,t State FU. Zip ?31AS Type of Work: Describe Work: Total Fee Now Due $ F A raA-N S A Led I Quail tier it /� State Certificate or Registration No. CGS C i & 2 2 Architect /Engineer's Name (if applicable) GUP.42 -� (Continued on opposite side) $ Value of Work For this Permit (DO Q3 ❑Actdrtion Dre-MO r'...4T lC AA , 95 0 Alteration ❑New • = 1 Zip - 274 Z Phone # 7 7 12 6 — ezF 3 A.57 -6 Certificate of Competency No. Phone # 5o5-- 164 - 2-; Square Footage Of Work: ❑ Repair /Replace Demolition rw_ �/\ 0/ * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** ** *- * * * * * * * * * * * * ** * *t"�'� Submittal Fee $ V Permit Fee $ / go o t CCF $ 3 CO /CC Notary S Training /Education Fee $ f J T Technology Fee $ 5-q ay Bond $ t! Scanning $ / Zoning U Radon $ g Code Enforcement $ Structural Plan Review. $ d-, J Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS,, ETC OWNER'S AFFIDAVIT: I certify that all the,foregoing'information is accurate and tha4 all work will be done in compliance with all applicable laws regulating construction and zoning. j= , "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , , 20 ((s by who is v► e or who has produced As identification and who did take an oath. Signature who i Contractor The foregoing instrument was acknowledged before me this day of M'.,� e or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY P S' Sign: l/ ' 7' a j� }'ic J MA.YvVELL puny, Print: Ji / /1J(J(f 6/00. Print: /�/ % L mil` f# DD0392541 Expires 2/2/2009 E n ri que Cf1 My Commission Expires: � jr, My Commission Expire!: ``.,%,„oe Bonded thru (800)432-4254 • % • My Commission 00083871 i %moo . Florida Notary Assn., Inc * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** geAt $'�J fll' ?' eke*************** * * * * * * * * * * * * * * * * * * * * *** *,r * *4*U 1:'4 *V1;'4'Si **** ** *** * * * * ** * * *** * * * *** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Examiner Engineer Zoning Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Owner's Name (Fee Simple Titleholder) M ( AM 1 5 ji SpulkratObone # Owner's Address O k . C. 9 (0 ST ?y City M f Pcm ( S rf- V 5 State LI/1.4 OA— Zip .3 13 t) Tenant/Lessee Name Phone # � Job Address (where the work is being done) 60 2 N • L, . 7 6 City Miami Shores Village Is Building Historically Designated YES $ Value of Work For this Permit Qualifier State Certificate or Registration No. G t/Engineer's Name (if applicable) Contractor's Company Name 51 S j2C) -,S 04.67)/442.044w � 30 5 • 75/ • 16 52- Contractor's Address S 0 t . - Zwv STS City lM / •M i S R/g$ State FL" O 33 3 8 Miami Shores Village o llo .i Radon $ Total Fee Now Due $ (Continued on opposite side) Electrical Plumbing ster Permit No. County Miami -Dade Zip NO , itificate of Competency No. 73)3"25 Gk ow r'i'✓Zea Permit No4 PO4 4t Mechanical Roofing 36s• MPG L . Phone # 3 DS ' 751 2 3 / 6 Type of Work: ❑Addition ,Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: *XI5-12iJ < y(4stVt 4 t'c v!7 c giallyrvz vt / (4."7 -r- 6 11 i (A2/ 4 i 1ST Amp 27 rum✓L. ****************************Fees****************************** Submittal Fee $ 259. 00 Permit Fee $ /1 969 r CCF $ Zoning Square Footage Of Work: L ci 0 S - Technology Fee $ CO /CC cg, Notary $ Training/Education Fee $ Scanning $ 3o Code Enforcement $ Structural Plan Review. $ pci 1' e.Q 1 10 CI S • Bond $ �� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ersonally know NO Si Print: HI My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** r * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 me or who has produced As identification and who did take an oath. I ' //, PIN Michael r Maxwell • Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this /0 7 The foregoing instrument was acknowledged before me this day of ;, , 2(Y} - , by '$1144 F 4E404 day of , 20 , by who is who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Bondi s Ca., Da 2dp 5 My Commission Expires: Plans Examiner Engineer Zoning • . M I A M I.DADE PRODUCT CONTROL NOTICE 0 Arch Aluminum & Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 Your application for Notice of Acceptance (NOA) of: Medium Stile Impact Door 3000 w/Panic under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0911.02 EXPIRES: 12/31/2006 Raul Rodriguez Chief Product Control Division THIS IS 111E COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida 'under the conditions set forth above. APPROVED: 01/03/2002 1 \pc200011templateslnotice acceptance cover page.dot Internet mail address: postmaster ®buildingcodeonline.com •. •r • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• MIAMI -DADE COUNTY, FLORIDA • • • • i METRO - -DAVE FLAQLEIZ$UILDING - . - • • • • • B1611wING LOA CO1% P1IAINICE OFFICE • • MLOi3i41DE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ••• • • ‘300;71547291YI•FAX'(1305)375 -2908 •• ••• • • • • • • • ;CQNZRIVTOIL LICENSING SECTION • • • (301)r/5-Z571 OA (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Arch Aluminum & Glass L.C. 2 • .••• • . ..• • •• • • • •• • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ASCcFPTANeF.No`: • • • ••• •• • • • •• • • •..•••• ritE:s:• .. • • • . . . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS . • • Ra ' odriguez, Chie Product Control Division • • • • • • • • • • • • •• • 01- 0911.02 APPROVED: January 3, 2002 •• •• • • Dece1mber 31, 2006 1. SCOPE 1.1 This renews. Notice of Acceptance (NOA) No. 97- 0903.12, which was issued on December 31, 1998. It renews the approval of an aluminum storefront door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series "Medium Stile" Outswing Aluminum Storefront Door w/Transom- Impact Resistant and its components shall be constructed in strict compliance with the following document: Drawing No W98 -75, Sheets 1 through 5 of 5, titled "Medium Stile Impact Alum. Entrance Door", prepared by Al Farooq Corporation, dated 9/11/98 and revised on 11/20/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door with and without transom, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The aluminum storefront door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florid: uilding Code (SFBC) in order to properly evaluate the installation of this system. Arch Aluminum & Glass L.C. • • • • .. ... .. • • 5: ."December 31, 2006 ........ • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer nQed not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • • • • .. • • • .. A C PPAI4 Flo ' ; e ; 01 0911.02 • ••• • ••• • • APPROVED: January 3, 2002 ul Rodriguez, Chief Product Control Division D.L OPG. . . . • - 1 ® 16' AtAX. r ril'icAl- 1 _ 1 1 0 1 1 - r 1 R .,3 1 /i, //, \ \ , ;,:•.• \ \ . ?OPTION& \ / , . / \ , , :== , \ ■ '‘‘' . % \ %. \ I 4 OPTIONAL / / •/ . / 26 5/16" -- 26 5/16 D.L OPG. 38" DI. OPG. 36' 1H9[3H 31•!!d , Z� y 0 C4 5 1/r MAX. 0 0 0 J 0 12 1/2 TITAICAL 74 1/2' • FRAME WIDTH 70 1/2' LEAF WIDTH LEAF WIDTH TYPICAL F FvATioN 0/xx ) TESTED UNIT LOS2Uk 2 POINT LOCK CONCEALED VERTICAL ROD PANIC HARDWARE MODEL 2086 BY - __._.... JACKSON EXIT 9EVICES WITH PANIC TOUCH BAR LOCATED, AT 38-1/27 FROM BOTTOM OF EACH LEAF. WITH KEY OPERATED CYLINDER AT EXRERIOR PANIC TOUCH BAR 6 1/e MAX. 3 2 ••• :if GLASS SThDWTHD C,I A7ING DFTAIL .EleTTADT ADIXDONAL ANCHOR ON DOUBLE DOORS WITH TRANSOM 74 1/2 MAX. FRAME WIDTH . ( o/xx ) 3/16 GLASS HEAT STRENGTHENED .090 INTERIAYER MONSANTO PO TYRYL 3/1r GU■SS HEAT STRENGTHENED .090 INTERIATER MONSM4TO POLYVINYL BUTYRYL 1/4' CUSS HEAT STRFNEFINENED (D GLA7ING DETAII ' DOOR LEAF SEE DETAIL FOR ANCHOR 39 1/V MAX. E WIDTH ( 0/X ) DR. NUMAYOUN FAROOQ FLA. PE • 16337 12 1/2" WOL TTP. ( XX ) APPROVED CONFIGURATIONS MAX. DESIGN LOADS = + 70.0 PSF PSF THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED 5 1/2' L1AX. PRODUCTRENEWED AccErrANciN. CA EXPIRATIQN D BY CONTROL DIVISION BUILDINOCODE COMPLIANCE OFFICE ILOJOIES: • • • 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUTES/. ALSC•FOR WIND LORDS.' AS PER ASCE 7-68 USING CORRESPOIODINGeLOADS. Z. WOOD BUCKS BY OTHERS. muST RE ANEHDRPD•PROPISYLY TO TRI44111 LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACIb 091 DETAILS. . AN0108_4ABEDAIENT TO BASE. MATER% i p EW.BEYDNO WALL, DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO•OE•FlIATED OR PAINEE1A• • • • •••• ••111 • • • • • • PRIM P.% 011,PIAN WITTI THE. • ••■ sourH FLORIDA BiLtING o can€ DA1 • • • Acc P600 441A 00 0 0 0 4.44 4.4 • • 1 • r; 1.; c 0 5 •• clawing (to. W98-75 shoat 1 of 5.) • • • • • • • • = • • 9 g • • • • 0- .• • • • A • • • • • • • • • • • • • * • 1 1 , 1 1 f it L1913H 3V 1J \ \ \ 0 \) / / / , - 0 C4 5 1/r MAX. 0 0 0 J 0 12 1/2 TITAICAL 74 1/2' • FRAME WIDTH 70 1/2' LEAF WIDTH LEAF WIDTH TYPICAL F FvATioN 0/xx ) TESTED UNIT LOS2Uk 2 POINT LOCK CONCEALED VERTICAL ROD PANIC HARDWARE MODEL 2086 BY - __._.... JACKSON EXIT 9EVICES WITH PANIC TOUCH BAR LOCATED, AT 38-1/27 FROM BOTTOM OF EACH LEAF. WITH KEY OPERATED CYLINDER AT EXRERIOR PANIC TOUCH BAR 6 1/e MAX. 3 2 ••• :if GLASS SThDWTHD C,I A7ING DFTAIL .EleTTADT ADIXDONAL ANCHOR ON DOUBLE DOORS WITH TRANSOM 74 1/2 MAX. FRAME WIDTH . ( o/xx ) 3/16 GLASS HEAT STRENGTHENED .090 INTERIAYER MONSANTO PO TYRYL 3/1r GU■SS HEAT STRENGTHENED .090 INTERIATER MONSM4TO POLYVINYL BUTYRYL 1/4' CUSS HEAT STRFNEFINENED (D GLA7ING DETAII ' DOOR LEAF SEE DETAIL FOR ANCHOR 39 1/V MAX. E WIDTH ( 0/X ) DR. NUMAYOUN FAROOQ FLA. PE • 16337 12 1/2" WOL TTP. ( XX ) APPROVED CONFIGURATIONS MAX. DESIGN LOADS = + 70.0 PSF PSF THIS PRODUCT RATED FOR LARGE MISSILE IMPACT SHUTTERS NOT REQUIRED 5 1/2' L1AX. PRODUCTRENEWED AccErrANciN. CA EXPIRATIQN D BY CONTROL DIVISION BUILDINOCODE COMPLIANCE OFFICE ILOJOIES: • • • 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUTES/. ALSC•FOR WIND LORDS.' AS PER ASCE 7-68 USING CORRESPOIODINGeLOADS. Z. WOOD BUCKS BY OTHERS. muST RE ANEHDRPD•PROPISYLY TO TRI44111 LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACIb 091 DETAILS. . AN0108_4ABEDAIENT TO BASE. MATER% i p EW.BEYDNO WALL, DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO•OE•FlIATED OR PAINEE1A• • • • •••• ••111 • • • • • • PRIM P.% 011,PIAN WITTI THE. • ••■ sourH FLORIDA BiLtING o can€ DA1 • • • Acc P600 441A 00 0 0 0 4.44 4.4 • • 1 • r; 1.; c 0 5 •• clawing (to. W98-75 shoat 1 of 5.) • • • • • • • • = • • 9 g • • • • 0- .• • • • A • • • • • • • • • • • • • * • TYPICAL ANCHORS 1BY OR 2BY VOOD BUCKS BUMPER THRESHOLD._ © TO BUCKS ' TYPICAL ANCHORS TYPICAL ANCHORS MUSTER OF 3 AT E 2 -1/2 0.C. • TYPICAL ANCHORS; SEE ELEV. FOR SPACING A. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE '14'SMS OR 1/4' TAPCONS WITH 1 -1/2' MIN. TOTAL EMBED. B. INTO 1BY WOOD BUCKS OR INTO MASONRY 1/4' DIA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY SEALANTS; FRAME AND PANEL CORNERS, INSTALLATION SCREWS ACID ALL. METAL PARTS CONNECTIONS SEALED WITH ALUMINUM OOLORQD • SEALANT 'DOW CORNING 995.' • • • • WOOD BUCKS NOT BY ARCH ALUMINUM, MUST SUSTIlN. L VS IAIPOSED GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •••• . BY �S1ta ILLATION y TEI I PRODUCT BuUDD D CODE COMP N CE OFFICE ••••• • •• • e e • •• • • • • • •1 • 10 6$ - . •••.•.•►.. • b APPROYk��S 71E3: LYING WITH SOUIN RoKIWIRC CODE Fap �08._kRfl ATOUN FAROGq. —_ . _ . . . _.. _ _ sum T PRODUCT RENEWED r� _ U. nnff'' C AOCPPTANCENn O I V1((. PRDD i •� rr r t 210 BUILDING° MOE 1NP,LiANGE • • • • (sheet 2 of 5 ( li IIIr 1 - TYPICAL ANCHORS VOOD BUCKS NOT BY ARCH ALUM MUST SUSTAIN IMPOSED LOADS - TYPICAL ANCHORS EXTERIOR PRODUCT RENEWED A Fla u`� - -- 16�6 ▪ EATH:B D TE A By L Ma BUDDING CODE o puANCEOFFICE TYPICAL ANCHORS- -= 1/4 MAX SHRA TYP 00 •• U o < ° N ai 1- 0 • • • 0 D • • •• • • • •• x IP -- •. 1•••• • 4i • • - -;/4.• SHIM GYP ' 'r• • • • • g • - 'APPROVED BB COIRLT1110 - PATH- THE . • S rr • • SOUTH FLOFRDA BUILDINI CODE • • • # y DAL' - _ • • • • PROW.' .. ROL DIN.SIDN BUILDING CODE COMPLIANCE OFFICE • ACCEPTANCE NO. (17--D76;./2_, drawing no. W98 - 75 (sheet 3 of 5 ) • . • • DOOR IFAF CORNER FRAME CORNER 'THRESHOIO CORNER 12 X 5/8' FLAT HEAD THREAD CURING SCREWS tH112 X 3/8' CUTTING MS ..2.X 2 X 1/8' . ALUM ANGLE, 7 /8r LANG 10-24 X 3/8' CUITWC MS J. OFFSET PIVOT HINGES OFFSET CAST ALUMINUM PIVOT HINGES .INTERNATIONAL g OP -160 (AT EACH END) INTERMEDIATE CAST ALUMINUM HINGES # IP -1900 (AT MIDSPAN OF EACH LEAF) a i 12 FH SELF TAPPING SCREWS ..PER .IW.F .... ........ HINGE OPTIONS; 4-1/2 BRASS BUTT HINGES HAGER # 23439 7 FROM TOP CORNER 1Y FROM BOTTOM CORNER ONE AT MIDSPAN Engr: OR. HUWYOUN FAR000 snluelDRb ... Fu PE f 15337 / PP11 SELF TAPPING • / 12 FH SELF T EWS 1 CONCFAIFD ALUM ROTON HINGE CONTINUOUS ALUMINUM ROTTON HINGE HAGER # 780 -112 FASTENED TO FRAME JAMB AND TO JAMB STILE • • WITH (27) TOTAL SCREWS ON 8/0 DOORS • WITH (25) TOTAL SCREWS 0I 6 /8. & • 7/0 DOORS& •• • • • • PRODUQ'•RENE AOCH?ANCt Au• 0q lIr BY r.r,r •.a D n.'nr • . • D 2 APPROVED AS COMPLYING WITH THE • Soun1 ne . , -9 ••• OA / �G11AAt PROW T r • r �DlV 06 _ BUILDING 0 CE OfFIO • • AOCEPTATICi N0: .4 7 o3 .1) • • ••• • droving no. W98 -75 sheet 4 of 5 . • . •• . • • •••• • • • •••• •••• • ••• • • ••• •••• • • • ••••. • •••• • -�{ ![LI � 6[ • PAM : . 8)WD' ---. -... DZ9CRIPTIQH .. - -. 14t14i11• _YINP•�90P?I� �U 4.500 ..... 115 - 3.560 1 AGA 5 V LEAF TOP RAIL 6063 -55 ARCH ALUM 1.645 (7-1 2 3006 4/ LEAF EXTERIOR GLASS STOP 6063 -15 ARCH ALUM 1 2.000 COMP— ANL \WC, 3 3005 4/ LEAF INTERIOR GLASS STIP " 6063 -T5 ARCH ALUM 4 V2104 AS RECD TAPE (1/2' X 1 /8') - WIRTON 5 995 AS REGD. SEALNIf01ETVEEN GLAZING BEAD L GLASS) SILICOIE MTV CORNING '.094 INACTIVE STILE �J I I 1.- 6 1040 I SADDLE THRESHOLD 6063 -15 ARCH ALUM .250 - O 19 HEAD d: JAMB 7 1046A 3 DOOR STOP 6063-55 ARCH ALUM 8 3061 1 FEARER TIRE 6063 -56 ARCM ALUM 1.845 9 H 1/ DfQi STOP BULB WEATHERSTRIPPING NEOPRENE NORTON 3.518 10. . . H -63." 4/ FIXED LITE VEIGE -IN GASKET... . -.. NEOPRENE UNIVERSAL RUB] Q COI NNERS 1 VE 33174 8100 F 12 3004 V FRAME CORNER TAPER 8'C 6063 -T5 ARCH AL UM 6 � . 3.938 12 V2100 AS RUM. TAPE O3 //0 0 ' X t/47 � - 1011111 FIXED LITE GLASS STOP .......... .. .. 6063 -T5 ... ARCH ALUI .908 t •14 V2104 AS REGD. TAPE O/2' X 1/81 - NORTON .094 •® ACTIVE � 15 . AGAI52 V LEAF - BOTTOM RAIL 6063 -75 ARCH ALUM 0 ^2.045 SHEAR BLOCK l6 5 -19 AS REOD. 1 10 X 2' FLAT HEAD SCREVS - AT 12' DC. TYP. SPACING . 17 5 -12 AS RECA ! 1D % 3/4' FLAT FEAR SCREVS AT 3' FROM CORNERS F.094 094 18 H 2C ,6 . AS RECD. SETTING BLOCK *2[680)46 UNIVERSAL RUB. M MEDIUM STILE IMPACT ALUM ENTRANCE D00R1fl ARCH ALUMINUM & GLASS LC. 10200 N.W. :67th street TAMARAC, FL 33321 TEL. (800) 432=8132 FAX (954) 724 - 0293. 19 3001 AS RECD. IEAD/1AMB 6063 -16 . ARCH ALUM ..... .938 u GLASS -_ L 1.750 1=1 F- -3.473 21 HINGE STILE .20 1236. . 2/ LEAF._. _. 3/8 } "TIi.RE!1DED ROD WITH NUT ._ 21 AW73 V LEA HD STILE 6063-15 ARC/4 ALUM .760 22 AG/1150 1/ ACTIVE LEAF ACTIVE STILE 6063 -TS ARCH ALUM 23 AGA155 1/ INACTIVE INACTIVE STILE 6063 -15 ARCH ALUM 1.000 STOP � 062 1 FIXED LfTE 24 S-PILE AS REOD. POE WEATHERSTRIPPING USSV % .380H) - SCFLEGEL 25 H -15 3/ LEAF 4 -1/2' X 4' BUTT I@10E BRASS HAG ER 26 780 -054 I/ LEAF ROTON NaHCE au HALER 27 H-26 - TOP L BOTTOM OFFSET PIVOT SET - LEN . - - '--1_ 500 .741 . ...._.. . . 097 28 W4 - INTERNE OFFSET PIVOT - INTL DEORCLOSI O 29 moon - 4' BUMPER THRESHOLD 6063 -55 PEg00 5.000 5 r - - . +.094 ..30 - ._.. - _..... .. __ -. �LE'LEATiERSTRIPPING • _ VINYL ...._.. ....- .. PE141311 31 1061 V LEAF . PUSH BAR AT 42 -1/2' FROM BOTTOM 6063 -55 ALl84DAM SHAPE INC. 1.750 � 1 DOOR STOP 32 A -R800 V LEAF PULL. HANDLE AT 42 1/2• FROM BOTTOM 6063 -56 ARCH ALUM 33 - AS REOD. II X 1 -1/4' FLAT HEAD SCREWS. - AT 3'. FROM CORNERS L 24' 11C. • • • . P QT • Q - -1.6441 --.127 1110 F TOP P•" RAIL .. BJ IT . - - -4 .188 IIIEi • EXPIRATION `. I. L • . Lt. .500 - a ml 44 .PSI • .. -•.• . .. 47 1 1.237 L O EXT. .010 I LJ --.._ . 1.515 _._ .. . . . .... 4.000 O SADDLE THRESHOLD : I ..0 . c III •: lt v4cEopiitt • APPROVED I6•Ca4YtsI$ WITH THE .. -- ... - --"-- ..• , .. . _. .. .... _.... .... . -_ ... .. . . .. _. Enq D N.FAR r. R. 000 STRUCTURES ill, PE 16357 .. . _ ..... . -.... S RD .... -__ _ ... 0 ) • : U I ., CODE 9 q ,C • i DA VA � - i - + ... .. .... ._.- _- _-.___- ...-_...... .12 0 , 1.336 .... _._- --' BY �� ' �� •• GLASS .733 .125 O STOP INT. GLASS I STOP I Pm". re • - DIV:90H • • BUILD:NG CODE COMPLIANCE WIC! • • ACCEPTANCE N0. 17'DQt ;'f i &owing no. W98 -75 5.000 ® BUMPER THRESHOLD . (sheet 5 of 5 •••• • • • •••• •••• • ••• • • ••• •••• • • • ••••. • •••• • MIA MI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Arch Aluminum & Glass Co., Inc. 10200 NW 67 Street Tamarac, FL 33321 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Impact Wall 3000" Aluminum Storefront System - Impact APPROVAL DOCUMENT: Drawing No. 98 -42, titled "Impact wall 3000" Alum Window Wall Sys ", sheets 1 through 7 of 7, dated 12/09/98 and last revised on 02- 02 -04, prepared by Al Farooq Corporation,. signed and sealed by Dr. Humayoun Farooq, P.E., beari ig the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA# 03- 1107.02 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • ••. • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • .• • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • A)P- 4D$ Mall* , FLORIDA • • ' ME:R© -D.QDE FLAGZ,Ekt BUILDING ' igrAtsT FLAGLEIt STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • Q05).3754201 • FAX 6305) 375 -2908 • • • • • • • • • • • • • • • • •• • • • • • ••. •• NOA No 03- 1211.08 Expiration Date: March 05, 2009 Approval Date: February 26, 2004 Page 1 Arch Aluminum & Glass Co., Inc. E -1 4 9 i 4 4 4 4 f. r. 4 4 4 4 6 r. 6 4 4 6 4 4 444 r, 4 4 4 4 4 4 r, 9 4 4 9 4 4 4 4 4 4 4 r. 4 4 4. 4 4 4 4 4 4 4 9 4 4 9 4 4 4 ri 4 4 4 4 4 4 4 4 9 4 4 4 4 r. 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 NOTICE OF ACCEPTANCE: • EVIDENCE SUBNI17VED 4 4 A. DRAWINGS ... 4 4 44 944 49 1. Manufacturer's die drawings and sections. . �i40 4 9 4 4 4 4 4 4 9 94 2. Drawing No. 98 -42, titled "Impact wall 3000" Alum'Windo* Wz11 ty's�;eshoets 1 through 7 of 7, dated 12/09/98 and last revised on 02- 02 -04, prepared by Al Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (Original test report in file # 03- 1107.02) 1. Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202- 94(Structural only) 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3398 (FTL- 03175) dtd December 10, 2003, signed & sealed by Edmundo J. Largaespada, P.E. 2. Reference Test reports on 1) Uniform Static Air Pressure Test per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum WindoWwall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. 3363 (FTL- 02180) dated April 24, 2003, signed and sealed by Edmundo J. Largaespada, P.E. 3. Test reports transferred from NOME 02- 0507.02 & 01- 0329.02 1) Large Missile Impact Test PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with installation diagram of an aluminum window wall system marked -up by Fenestration Testing Laboratory, Inc. Test Reports Nos. FTL -3326 (01088), report dated January 09, 2002, signed and sealed by Luis Antonio Figueredo, P.E. 4. Test reports transferred from NOA# 98- 1216.06 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 �) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1 010, dated Oct. 25, 1994, signed and sealed by Yamil Gerardo Kuri, P.E. 5. Test reports transferred from NOA# 98- 1216.06 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. 1 ` - �� 9lAa Isshaq L Chanda, P.E. Product Control Examiner NOA No 03- 1211.08 Expiration Date: March 05, 2009 Approval Date: February 26, 2004 1. 0 1. 13 1. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 (1 0 0 0 0 0 0 000 0 0 0 0 0 000 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 00 000 00 0 0 a 0 00 13 0 a 0 00 0 0 0 0 130 0130 0 0 0 0 0 i. . . H 1 p 0 41 II O P 11 0 0 0 . 0 0 0 a 00 0 0 0 0 • 11 0 0 a 0 0 .1 10 0 0 0 1. A 0 0 a 13 t. 3 0 0130 a 000 0 0 11 1) ., 111 0 4. 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 13 3 13 0 Ali • • • • • • ..• •. •. • .. • •• .. • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •• • • • • Arch Aluminum & Glass Co., Inc. • . • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SVBMI'1'�'�:� • • .. • • • • • • • • • . . . • • C CALCULATIONS •• • • • • • ••• • • 1. Anchor calculations and structural analysis, prepared byiAr- l dated January 20, 2004 and last revised on 02/02/2004, signed and•seated by'Dr.'Itgtoun Farooq, P.E. D. QUAALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Polyvinyl Butyral Interlayer Saflex/ Keep SafeMax ", expiring on 05/21/2006. 2. Notice of Acceptance No. 03.0421.01 issued to Solutia, Inc. for "Saflex HP a polyvinyl butryal interlayer for lamination of glass ", expiring on 04/14/08. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated Jan 12, 2004, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report no. FTL -3326, issued by Fenestration Testing Laboratory, Inc., dated January 23, 2003, signed and sealed by Edmundo Largaespada, P.E. 3. Laboratory compliance letter for Test Report no. FTL -3633, issued by Fenestration Testing Lab, Inc., dated May 13, 2003,. signed & sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FTL -2221, issued by Fenestration Testing Lab, as part of test report. 5. Request letter for renewal dated 11/04/2003 by Arch Aluminum, signed by G. Garcia. G. OTHER 1. This NOA renews and revises NOA# 03- 1107.02. 2. Test proposal dated 10 -03 -02 (Rev11 /13/02) for system performance verification per TAS 201, 202 & 203 -94, approved by BCCO. 3. Letter of correspondences between Arch Aluminum & BCCO, dated October 07, 2002, May 07, 2002 and November 18, 1998. 4. Previous files Associated with this approval NOA #03- 1107.02, 02- 0507.04, 01- 0329.02 & 98- 1216.06 E -2. 1 51x0) t. (.... to K Ishaq L Chanda, P.E. Product Control Examiner NOA No 03- 1211.08 Expiration Date: March 05, 2009 Approval Date: February 26, 2004 D.L OPG. WIDTH SEE SHEET 2 FLA PE 1057 CA.N. FEB 0 5 2004 D.L. OPG. SEE SHEET 2 0 4' MAX . TYP. HEAD /SILL CORNERS WIDTH SEE ET 2 ANCHORS TYPE A. B OR C I' 2, 3 OR 4 AT EACH SIDE OF MULL-- SEE SHEET 3 11 ANCHORS TYPE A, 8 OR C '-2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 3 1 'IMPACT WALL 3000' WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. D.L OPG. WIDTH SEE SHEET 2 ' 111,/ TYPICAL ELEVATIONS INSTRUCTIONS. USE CHARTS AS FOLLOWS. STEP t STFP 2 STFP 3 STEP 4 1 . 22 . MAX. TYP. AT HEAD /SILL DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS- SIZE. CHECK MULLION CAPACITY FOR A CNEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART 014 SHEETS 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 4' MAX. TYP. HEAD /SILL CORNERS 1 1 ANCHORS TYPE A. B OR C • '-2, 3 OR j AT FAO SIDE OF JAAIB• • SEE SHEEj 3 • • •• • •• • • Apprwed oloyyYB•W t4s boa • F rii 1a3: • • • MI• IIiMr • • • •••• � ; ■• I .1-1.4v.4. 4. •• • • • • • • • • • • •• • • •• ••• ••• • •• z zm 0° E. O O 0 a a •Is 0g U O L<< OcLIag L 0 3 1 k •• • 1 drawing no. 98 -42 ( sheet 1 of 7 ) ••• • •• ••• • ••• • •• • •• 1••• • •• 0••• •••• • \\ \‘ j. ,/ /, ■,f 1 t .444 a ► ►- - Li r /, NOA N. - SEE SHEET 2 'WO l'CI O , j. /, // /,' / • / 4 a I . °o ° 'S SEE 'ARCH ALI\ IMPACT DOOR RAT & FOR DOOR WING DEUILS. 1 4 .L - .. SEE SHEET 2- is // j/ O , `FTfy //-. / j ' D.L OPG. WIDTH SEE SHEET 2 FLA PE 1057 CA.N. FEB 0 5 2004 D.L. OPG. SEE SHEET 2 0 4' MAX . TYP. HEAD /SILL CORNERS WIDTH SEE ET 2 ANCHORS TYPE A. B OR C I' 2, 3 OR 4 AT EACH SIDE OF MULL-- SEE SHEET 3 11 ANCHORS TYPE A, 8 OR C '-2, 3 OR 4 AT EACH SIDE OF JAMB SEE SHEET 3 1 'IMPACT WALL 3000' WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. D.L OPG. WIDTH SEE SHEET 2 ' 111,/ TYPICAL ELEVATIONS INSTRUCTIONS. USE CHARTS AS FOLLOWS. STEP t STFP 2 STFP 3 STEP 4 1 . 22 . MAX. TYP. AT HEAD /SILL DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS- SIZE. CHECK MULLION CAPACITY FOR A CNEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHART 014 SHEETS 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 4' MAX. TYP. HEAD /SILL CORNERS 1 1 ANCHORS TYPE A. B OR C • '-2, 3 OR j AT FAO SIDE OF JAAIB• • SEE SHEEj 3 • • •• • •• • • Apprwed oloyyYB•W t4s boa • F rii 1a3: • • • MI• IIiMr • • • •••• � ; ■• I .1-1.4v.4. 4. •• • • • • • • • • • • •• • • •• ••• ••• • •• z zm 0° E. O O 0 a a •Is 0g U O L<< OcLIag L 0 3 1 k •• • 1 drawing no. 98 -42 ( sheet 1 of 7 ) ••• • •• ••• • ••• • •• • •• 1••• • •• 0••• •••• • JAMB do MULLION LOAD CAPACITY - PSF NOMINAL DIMS. INTERMEDIATE MULLION JAMB /DOOR MULLION WIDTH (W) FRAME HEIGHT EXT.( +) KU -) 24' 87.5 87.5 30' 87.5 87.5 38' 87.5 87.5 42' 87.5 87.5 48' 108' 87.5 87.5 54' 87.5 87.5 60' 87.5 87.5 68' 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 h 114' 87.5 87.5 87.5 87.5 87.5 81.5 87.5 87.5 r n n $' s 87.5 87.5 87.5 87.5 87.5 87.5 120' 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 JAMB & MULLION LOAD CAPACITY - PSF NOMINAL DIMS. WIDTH (W) 24' 30' 36' 42' 48' 54' 60' 68' 72' 24' 30' 38' 42' 48' 54' 60" 88' 72' 24' 3D' 38' 42' 48' 54' 60" 68" 72' 24' 30' 36' 42' 48' 54' 80- 68' 72' 24' 30' 38' 42' 48' 54' 60' 88' 72' 24' 30' 38' 42' 48' 54' 60' 66' FRAME HEIGHT 72' 78' 84' G0' 98" 102' INTERMEDIATE MULLION JAMB/DOOR MULLION EXT.( +) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 B7.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 INT.( -) 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 FRAME INTERMEDIATE DOOR IAMB MULLION 11111//00 ANCHORS READ. SEE DOOR NOA On 4 1 W1 WIDTH (w) - ARCH ALUM' DOORS SEE SEPARATE NOA Ven rs - - `, I I �� I I i WI I W2 WIDTH (W) 'ARCH ALUM' DOORS SEE SEPARATE NOA W2 W1 + w2 2 WI W1 + W2 2 WIDTH (W) 2 + 42 W1 WIDTH (W) _ WI WIDTH (W) 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS REDO. SEE DOOR NOA En8 OR. HUMAYDUN EAR000 STRUCTURES RA PE / 16357 CAN, ]538 EB 0 5 2004 INTERMEDIATE HORIZONTALS 'ARCH ALUM' DOORS SEE SEPARATE NOA W2 W2 WI + W2 2 W1 + W2 2 INTERMEDIATE HORIZONTAL •••• • •• WIDTH (W) a WI + W2 • • 2 •• •• ••• • ••• • • •• •• • ••• • ••• • •••• • •Approed ■ Eompym1. I5 r i m • 2cb 'ROAM IM1••1 • • • A 2 1 Oa o 'a 1� S 1= • • • • • • • • •• • 1 drawing no. 98 -42 sheet 3 of 7 ••• • • • ••• • • • • • ••• • • 1•• 8•• • • • •••• • •••• • 250 —250 2750 .750 !_ 463 — 4.500 4.500 3.938 .968J_ 2.002 .640 1.000 { FRAME HEAD /SILL/JAMB 2.750 --I F --,125 SHEAR BLACK GLAZING STOP WEDGE — IN GASKET L250 .750 — .125 .876 .115 FRAME INTERMEDIATE MUWON 1250 .750 MATERIALS UST ITEM N0. 2 3 4 3 e 7 8 9 10 PART NUMBER 3001 (AGM -356) 3002 3003 AR-3004 H-63 0C995 112 -24 x 3/4 1/4 -20 x 1 -1/2' 52100 QUANTITY AS REQD. AS REOD. AS REDO. 1/ CORNEA AS RECD. AS RE00. 2/ CORNER 2/ CORNER AS REOD. DESCRIPTION FRAME HEAD /SILL/JAMB INTERMEDIATE MULLION (VERT./HORIZ.) GLAZING STOP SHEAR BLOCK GLAZING GASKET GLAZING COMPOUND FIAT HEAD THREAD CUTTING SCREWS PAN HEAD MACHINE SCREWS ADHESIVE FOAM TAPE SETTING BLOCK (1/2• x 1/4• x 2• LONG) MATERIAL 6083 -T8 6083 -T8 6063 -T8 8063 -T5 EPOM 70 *5 0046000 NEOPRENE MANP. /SUPPLIER /OEMARES ARCH AWM & GLASS CO. ARCH ALUM & GLASS CO. ARCH ALUM & GLASS CO. 1' LONG UNIVERSAL RUBBER CO. DOW CORNING NORTON NORTON FRAME CORNFR HEAD & SILL INTER. HORIZ. MULUON Engn OR. HUMAYDUN F41000 STRUCTURES M PEA 18557 CAN. 7538 E8 o ••• • • •• • • • •• • •• • • • • • with vw4 ZL • Mhrp •1 A 1' ( •• •• • • • • • • • ••4 • • • •• • • • •• • 3 4 8 m • 4f 9 15 L3 0 • • • •• � • I •• drawing no. 98 -42 • D sheet 7 of 7 ) • • • • ••• • 1••• • • •• 1 • •• 1• • o • •• • ••• • CLASS LOAD CAPACITY - PSF G GLASS LOAD CAPACITY - PSF G GLASS LOAD CAPACITY - PSF D D.LO. D.LO. . .,) A A � r WZY- 86\3NOi$ NOMINAL DIMS. G GLASS TYPE 'A' G GLASS TYPE 'B' N NOMINAL DILSS. G GLASS TYPE 'A' G GLASS TYPE 'B' N NOMINAL DIMS. C CLASS TYPE 'A W WIDTH W WIDTH d WIDTH D DLO_ HFICHF x `$ O +) & on.( E EXT.( +) & INT.( - ; D D.LO. WIDTH D D.LO. HEIGHT E EXT.( +) & INT.(-)00'.(+) & & INT.( - -; D D.LO. WIDTH D D.LO. HEIGHT E EXT.( +) & INT.(- 9' 8 j ji CORPORATION NERS & PRODUCT DESIGN 3174 100 FAX. (305) 262 -6978 , 36' 8 98' X 87.5 LHOT3H 111013H IHD�23H 87.5 8 87.5 3 87.5 8 87.5 3 87.3 8 87.5 87.5 8 87.5 4 87.5 8 87.5 4 87.5 8 87.5 87.5 • 8 87.5 4 87.5 8 87.5 4 87.5 8 87.5 87.5 8 87.5 4 87.5 8 87.5 4 XX 8 87.5 j 87.5 8 87.5 5 87.5 8 87.5 5 XX 8 87.5 87.5 8 87.5 5 87.5 8 87.5 5 XX 8 87.5 87.5 8 87.5 5 XX 8 87.5 5 XX 8 87.5 87.5 5 573 6 XX 8 87.5 6 XX 8 86.1 E 36" n n n m 87.5 8 87.5 3 38' 8 81" 8 87.5 8 87.5 D D .1.. I 87.5 8 87.5 3 87.5 8 87.5 0 1/4" GLASS 1/4' . 87.5 8 87.5 4 87.5 8 87.5 p 87.5 8 87.5 4 87.5 8 87.5 f 87.5 8 87.5 4 87S 8 87.5 1 87.5 8 87.5 5 873 8 873 87.5 8 87.5 5 XX 8 87.5 .J 87.5 8 87.5 5 ;; n� 87.5 8 87.5 8 XX 8 87.5 V ♦ h N h O 66' 8 87.5 8 87.5 3 36' 8 Be 87.5 8 873 87.5 8 87.3 3 87.5 8 87.5 ; 87.5 8 87.5 4 87.5 8 87.5 0 87.5 B B7.5 4 87.5 8 87.5 ( 87.5 8 87.5 4 87.5 8 87.5 M 87.5 8 87.5 5 87.5 8 87.5 C 87.5 8 87.5 5 XX 8 87.5 H 87.5 8 87.5 5 XX 8 87.5 . 87.3 8 87.5 6 X% 8 87.5 7 .ru 6 69" 8 87.5 8 87.3 3 38' 8 87 , 8 87.5 8 87.5 S 87.5 8 87.5 3 873 8 87.5 D 87.5 8 87.5 4 87.3 8 87.5 © 87.5 8 87.5 4 873 8 87.5 6 87.5 8 87.3 4 87.5 8 87.5 1 4111)1 C I. 1 ^ = • ffi 87.5 8 87.5 5 55 8 87.5 z m = ©• • • ,•• • • 87.5 8 87.5 5 XX 8 87.5 © 87.5 8 87.5 5 XX 8 873 87.5 8 87.5 5 55 8 87.5 N 36" 87.5 8 87.3 3 36" 8 87.5 8 87.5 4 Qj r C iii I I . 1 : :r?' I • 87.5 8 87.5 3 87.5 8 87.5 Q • I •• • 8 • • ••• • •• •• ••• • •• ••• • ••• • ANCHOR LOAD CAPACITY - PSF tXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT AS A3 A4 B2 B3 C2 C9 Vs 108' 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 84.1 87.5 87.5 87.5 87.5 87.5 87.5 72.1 87.5 87.5 87.5 87.5 87.5 87.5 83.1 87.5 87.5 87.5 87.5 87.5 87.5 58.1 84.1 87.5 87.5 87.5 87.5 87.5 50.5 75.7 87.5 87.5 87.5 87.5 87.5 45.9 68.8 87.5 85.8 87.5 85.2 87.5 r R v Vn m 114' 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 79.7 87.5 87.5 87.5 87.5 87.5 87.5 88.3 87.5 87.5 . 87.5 87.5 87.5 87.5 59.8 67.3 87.5 87.3 87.5 87.5 87.5 53.1 79.7 87.5 87.5 87.5 87.5 87.5 47.8 71.7 87.5 87.5 87.5 87.5 87.5 N OCf N m 120' 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 75.7 87.5 87.5 87.5 875 87.5 67.5 64.9 87.5 87.5 87.5 87.5 87.5 87.5 56.8 65.2 87.5 87.5 87.5 87.5 87.5 50.5 75.7 87.5 87.5 87.5 87.5 87.5 45.4 68.2 87.5 85.0 87.5 84.3 87.5 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS. WIDTH (W) 24" 36' 42' 48' 54' 80" 68" . 72' 24' 30' 36' 42" 48" 64' 60" 68" 72' 24' 30" 36' 42" 48' 54" 60' 66' 72' 24' 30" 36" 42' 48' 54" 60" 68" 72' 24' 30' 36" 42' 48" 54" 60" 66' 72' 24' 30' 30" 42' 48- 54- 60" 66' FRAME HEIGHT 72' 78' 84" 90' 98" 102' ANCHORS TYPE 'A' 87.5 87.5 87.5 87.5 87.5 84.1 75.7 68.8 63.1 875 87.5 87.5 87.5 87.4 77.7 69.9 63.6 58.3 87.5 87.5 87.3 87.5 81.1 72.1 64.9 59.0 54.1 87.5 87.5 87.5 86.6 75.7 67.3 60.6 55.1 50.5 87.5 87.5 87.5 81.1 71.0 63.1 58.8 51.8 47.3 87.5 875 87.5 78.4 66.8 59.4 53.5 48.8 A3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.4 874 87.5 87.5 87.5 87.5 87.5 87.5 87.5 81.1 87.5 87.5 87.5 87.5 87.5 87.5 87.5 82.8 75.7 87.5 87.5 87.5 87.5 87.5 87.5 85.2 77.5 71.0 87.5 87.5 87.5 87.5 87.5 87.5 80.2 72.9 A4 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 ANCHORS TYPE B2 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 57.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 B3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 B7.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87s 87.5 87.5 87.5 87.5 ANCHORS TYPE 'C' C2 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 C3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 ANC'.RORS TYPES; SEE SHEET 4 FOR DESCRIPTION A2 - ((2)) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB 82 - (2 ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB INTERMEDIATE A3 - (( ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB HORIZONTAL B3 = (3J ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C3 - 3 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A2. B2 cE Ai. 133. C3 INTERMEDIATE HORIZONTAL WIDTH OR WO WI -r- W2 W1 + W2 2 INTERMEDIATE HORIZONTAL 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS REOD. SEE DOOR NOA ARCH ALUM' DOORS SEE SEPARATE NOA 0 ( MUWON) Elvin DR. HUMAYOUN FAH000 STRUCTURES M PE J 16557 CAN. 3538 1 W1 W2 1 WIDTH (W) WI + W2 ( MUWON) WIDTH (W) - WI (JAMS) W1 W2 � WI +W2 2 WIDTH (W) - WI (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 WIDTH (W) - 21 + 1 4 -- 2 (MUWON) WIDTH (N0 - WI (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE 40i • (Mt8IION t •• x ••• WIDTH (W) • 1 W7 ( • •• • Win( (� � t ( M9e ) • • • � •• •• • •A m e`°1apyys• • 7J4•e : If •n I1 n 2 1 0 .- 4 H U N ° 7 v1 Coo PL. O U z 8 ] a im 0 ria • • 4 0 v k ■ 3 0 • • • MAW BY lS1 I 4a Awing no. 98 -42 • a •• sheet 4 of 7 ••• • •• ••• 1•• • ♦ • 861••• •• • 11 ••• • •••• • 1HJGH 3'W i A A i 49 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS. WIDTH (W) 24" 36' 42' 48' 54' 80" 68" . 72' 24' 30' 36' 42" 48" 64' 60" 68" 72' 24' 30" 36' 42" 48' 54" 60' 66' 72' 24' 30" 36" 42' 48' 54" 60" 68" 72' 24' 30' 36" 42' 48" 54" 60" 66' 72' 24' 30' 30" 42' 48- 54- 60" 66' FRAME HEIGHT 72' 78' 84" 90' 98" 102' ANCHORS TYPE 'A' 87.5 87.5 87.5 87.5 87.5 84.1 75.7 68.8 63.1 875 87.5 87.5 87.5 87.4 77.7 69.9 63.6 58.3 87.5 87.5 87.3 87.5 81.1 72.1 64.9 59.0 54.1 87.5 87.5 87.5 86.6 75.7 67.3 60.6 55.1 50.5 87.5 87.5 87.5 81.1 71.0 63.1 58.8 51.8 47.3 87.5 875 87.5 78.4 66.8 59.4 53.5 48.8 A3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.4 874 87.5 87.5 87.5 87.5 87.5 87.5 87.5 81.1 87.5 87.5 87.5 87.5 87.5 87.5 87.5 82.8 75.7 87.5 87.5 87.5 87.5 87.5 87.5 85.2 77.5 71.0 87.5 87.5 87.5 87.5 87.5 87.5 80.2 72.9 A4 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 ANCHORS TYPE B2 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 57.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 67.5 87.5 87.5 87.5 87.5 87.5 87.5 B3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 B7.5 875 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87s 87.5 87.5 87.5 87.5 ANCHORS TYPE 'C' C2 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 C3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.3 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 87.5 ANC'.RORS TYPES; SEE SHEET 4 FOR DESCRIPTION A2 - ((2)) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB 82 - (2 ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB INTERMEDIATE A3 - (( ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB HORIZONTAL B3 = (3J ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C3 - 3 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. A2. B2 cE Ai. 133. C3 INTERMEDIATE HORIZONTAL WIDTH OR WO WI -r- W2 W1 + W2 2 INTERMEDIATE HORIZONTAL 'ARCH ALUM' DOORS SEE SEPARATE NOA ANCHORS REOD. SEE DOOR NOA ARCH ALUM' DOORS SEE SEPARATE NOA 0 ( MUWON) Elvin DR. HUMAYOUN FAH000 STRUCTURES M PE J 16557 CAN. 3538 1 W1 W2 1 WIDTH (W) WI + W2 ( MUWON) WIDTH (W) - WI (JAMS) W1 W2 � WI +W2 2 WIDTH (W) - WI (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE NOA W1 WIDTH (W) - 21 + 1 4 -- 2 (MUWON) WIDTH (N0 - WI (JAMB) 'ARCH ALUM' DOORS SEE SEPARATE 40i • (Mt8IION t •• x ••• WIDTH (W) • 1 W7 ( • •• • Win( (� � t ( M9e ) • • • � •• •• • •A m e`°1apyys• • 7J4•e : If •n I1 n 2 1 0 .- 4 H U N ° 7 v1 Coo PL. O U z 8 ] a im 0 ria • • 4 0 v k ■ 3 0 • • • MAW BY lS1 I 4a Awing no. 98 -42 • a •• sheet 4 of 7 ••• • •• ••• 1•• • ♦ • 861••• •• • 11 ••• • •••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • 4 • TYPICAL ANCHORS SEE ELEV. FOR SPACING _1BY WOOD BUCKS TYPICAL ANCHORS SEE ELE'. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/8' MIN. THICKNESS 2BY WOOD BUCKS TYPICAI. ANCHORS SEE ELEV. FOR SPACING ITHIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY ARCH ALUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A' 1/4" TAPCONS (ELCO TEXTRON) (MIN. Fu 187000 P51, MIN. Fy 177000 P9) INTO WOOD STRUCTURES 1 - 3/4' MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1/4" TAPCONS (ELCO MORON) (MIN. Fu 187000 P51, MIN. Fy=177000 PSi) DIRECTLY INTO CONC. OR MASONRY 1 MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- Y14 SMS (Fv-57 KSI) OR 1/4' SFIF DRIIIING SCRFWS (F•R7 KSI) INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MIN. THICK.) STEEL : Fy a 36 KSI MIN. ALUMINUM : 6063 - T5 MIN. • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATES OR 'PAINTED) •• • TYPICAI FDGE DISTANCE INTO CONCRETE AND MASONRY 3" MIN. INTO WOOD STRUCTURE 1' MIN. Enpr: DR. HUMAYOLW FAR000 STRUCTURES M PE CAN. 18557 • ••• • ••• • • • • • • • • • • rtW M• • Florida C 700 •• • • 0 6 • O cd y u o ff v •••• •••• A • SEALANTS: • •••• • • ••• E s•• GLAZING BEAD AT FRAME SILL SEALED TO GLASS '�f(r{ • CORNINC • 995_ • v Q g ♦ • FRAME CORNERS SEALED WITH DOW CORNING 999. • • ••. •• • ••• IPfo 1 • • • - • drawing no. 98 -42 ( sheet of 7 ) • • • ••• • • ••• •• • ••• • •• • • •• ••• ••• • ••• • W00D BUCK FILLER OPTIONAL - BY OTHERS EXTERIOR OR INTERIOR MIN. 12 -24 SMS MIN. 3 HINGES O AGP -154 (1046A) JAMB/HEAD MIN. 110 -24 AT 12' O.C. SEE 'ARCH ALUM' IMPACT DOOR NOA FOR DOOR RATING AND DETAILS 1/4' MAX. GAP 0 MIN. 12 -24 SMS MIN. 3 HINGES r SEE 'ARCH ALUM' - IMPACT DOOR NOA FOR DOOR RATING AND DETAILS • • • • • ;'•'* • • • • • • • ••• ••• •• • • • • • • ••• • • • • • • ••• amoions •. 0 8 D • ■ 0 ti y ro I n9 b n � 98 -42 sheets of 7 ) 1•••• • • � •••• • • �•.••• • • ••1•• 1 • ••I •• ' -- rfi1 • • • —'^ • • • • • Job Address: 602 96 Street NE REVISION Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Issue Date: 1/30/2006 Expires: 12/31/2006 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Permit Type: Imported Permit Work Classification: Addition /Alteration Contractor(s) SA CONSULTANTS LLC Phone 305 - 857 -9220 Primary Contractor Yes Comments: DEMOLITION AND ALTERATION OF 4 TOILETS, FIRE STAIR, DOOR HARDWARE, PAINT AND DEMO ASBESTOS 1 EVISION OF CONTROL APPOVALS FOR EXIST DOORS Perm Type: Building Alpha Four: DEMOLITION Alpha Six: CHURCH Pay Amount: 1982 Bond Return : Alpha Two: DEMOLITION Alpha Five: CHURCH Pay Date: 6/9/2005 Pay Comments: PD CK 15347 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1410 Phone: (305)754 -9541 1132060141410 Lot: PB: Total Square Feet: 0 Total Valuation: $ 160,000.00 Required Inspections Slab NEW CONSTRUCTION Columns Slab Framing Framing Framing Fees Due Revision Revision Fee Scaning Fee Scanning Fee Structural Fee Total: Amount $35.00 $75.00 $6.00 $60.00 $50.00 $226.00 Invoice Number imp -1 -06 -23658 imp -2 -06 -23687 Total: FEB 17 PAID Amt Due $185.00 $41.00 Amt Paid $185.00 4 .1 . $185.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. f Or ‘ Passed 4 Inspector Comments A eThit-t-cl 7 - - ) e ��� D L - - 4 . 6 4 1 - 6 t A .J2.6‘.0 Al eid‘ fi 6 1 . 7 , j - - 1/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until lnspection':Number:`INSP' - 105' Inspection Date: 02/27/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES onCCOVTCOIA dl Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Permit Number: $P2004 -1410 Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 2 of 2 inspection ;Number: IN Inspection Date: 02/27/2006 Inspector: Grande, Claudio DDCCCVTCDI A M Job Address: 602 96 Street NE Project: <NONE> Owner: CHURCH, MIAMI SHORES Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Z Y Passed t spector Comments G/N p ,ae - .7 am (----.' Z n -A fkliscr 3. a. ./....r /...f i Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection ;Number: IN Inspection Date: 02/27/2006 Inspector: Grande, Claudio DDCCCVTCDI A M Job Address: 602 96 Street NE Project: <NONE> Owner: CHURCH, MIAMI SHORES Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Friday, February 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Inspection Number: X1015 Inspection Date: 02/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES DDCODVTCDIAAI Job Address: 602 96 Street NE Project: <NONE> Contractor: Miami Shores Village, FL SA CONSULTANTS LLC Building Department Comments Passed 0( Failed Correction \Needed Nspection . 4 G(I Inspector Comments •ns can be scheduled until Si P di e 2 / I- "" Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho . (305)795 -2204 Fax: (305)756 -8972 i �g Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Permit Number: BP2004 -1410 Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 BP2004 -1410 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Imported Permit Project: <NONE> Owner: MIAMI SHORES PRESBYTERIAN CHURCH Phone: (305)754 -9541 Job Address: 602 96 Street NE Parcel: 1132060141410 Miami Shores Village, FL Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 10/17/2005 INSP2005 -4374 NEW CONSTRUCTION APPROVED POUR CELLS 1ST AND 2ND FLOOR 10/17/2005 INSP2005 -4373 Slab DENIED PENDING TERMITE TREATMENT CERTIFICATE 10/17/2005 INSP2005 -4375 Columns APPROVED 1ST AND 2ND FLOOR 10/18/2005 INSP2005 -4417 Slab APPROVED PENDING TERMITE TREATMENT CERTIFICATE 01/24/2006 INSP -7330 Framing CANCELLED Claudio Grande 1/24/2006 01/26/2006 INSP -7806 Framing CANCELED Claudio Grande 1/26/2006 None None 10/17/2005 None None 10/17/2005 None None 10/17/2005 None None 10/18/2005 01/30/2006 INSP -7865 Framing Partially Approved Claudio Grande 1/30/2006 OK TO DRYWALL 1 SIDE OF RATED WALLS ON 1SR AND 2ND FLOOR 02/09/2006 INSP -9282 Framing APPROVED Claudio Grande 2/9/2006 FRAMING ON ALL WALLS ON 1ST AND 2ND FLOOR EXCEPT LAST BATHROOM ON 2ND FLOOR PENDING FRAMING ON 1ST AND 2 NDFLOOR CEILING OK TO DRYWALL 02/16/2006 INSP -9918 Drywall Screw DENIED Claudio Grande 2/16/2006 DRYWALL ON RATED WALLS NOT STAGGED 2 "- PENDING FIRECAULK INSPECTION IN ALL PENETRATIONS 02/21/2006 INSP -10151 Drywall Screw Pending Inspection Claudio Grande Not Com. Friday, February 17, 2006 Pagr ction Numbe Inspection Date: 02/16/2006 Inspector: Grande, Claudio Project: <NONE> 1 OOCO VTCOtAAI Job Address: 602 96 Street NE Miami Shores Village, FL Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: CHURCH, MIAMI SHORES Contractor: SA CONSULTANTS LLC Permit Number BP2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Passed Inspector Comments 4D r() Aidt --7.4.7y e0000 2 1 Pec-e./ ` . .�� ie,t i.e./S/6 Y rn �� (_-/' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until ction Numbe Inspection Date: 02/16/2006 Inspector: Grande, Claudio Project: <NONE> 1 OOCO VTCOtAAI Job Address: 602 96 Street NE Miami Shores Village, FL Building Department Comments Wednesday, February 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: CHURCH, MIAMI SHORES Contractor: SA CONSULTANTS LLC Permit Number BP2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Pi2t-S 3y la-PAA C Pula Phone # Owner's Address 6 02_ 1---1 C 9 fop S City H AP'? 1 State F 2e 021 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City / Qualifier Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 10050 N.E Tel: Type of Work: ['Addition ['Alteration PAAJ Describe Work: Submittal Fee $ Notary $ Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Training/Education Fee $ Miami Shores Village Building Department County Miami -Dade NO 'A co , Sv /?`.qAJ'tj e Florida 33138 6.8972 Permit No. B PO4 — 1 4 / 0 aster Permit No. Zip X31 8 Phone # Phone # State P"`JO' Zip '3 0 1 ¢ T State Certificate or Registration No. Certificate of Competency No. Phone # r Sc uare Fobthge - of Wor j Si1JDIFii),GFi ; hi.A b voloe.'X tt, diet.:kaM:J:) tt OM Al re a ep/Re ************************** p PPs * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ J` / CCF $ Structural Plan Review. $ Technology Fee $ Zip /3 . 2) (30c) 8 74 g 2 2 CO /CC ❑ Demolition Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice 10 Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no e approve and 'g nspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 t The foregoing instrument was acknowledged before me this day ofaA of tt , 2006, by FAiti t-k SAt }.k( , day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. RICARDO RODRIGUEZ 13,2010 who is sersonall kno NO Sign: Print: o me or who has produced identification and who did take an oath. Signature NOTARY PUBLIC: Sign: Print: My Commissi in Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** * * * ** ** * * * * * * * * * * * ** * * * * * ** * * * * * * ** *** APPLICATION APPROVED BY: < l O C Plans Examiner Engineer Zoning chc 05/13/03 Inspection Date: 06/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES PRESBYTER!, Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tittf Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 d_A) Passed , IIns � pec or Comments {Z'f.s&c< C� , /-P,rc F. ? z`�' el all. ef......4.0_ tApeitoucArdLP - 0 taterieze %'x s 7: W � (e_Ps- Siate 4,90i+US £ / riZrms SA-4 -e:Q le IQ,/- e,ias/ /' • D cok-te.e._. /lass o /cos a..J 4t-Q /,u'e 44-602.,d A.A. ..12.-y ti Cob asz Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/21/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES PRESBYTER!, Job Address: 602 96 Street NE Miami Shores Village, FL Project: <NONE> Contractor: SA CONSULTANTS LLC Building Department Comments Tuesday, June 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 tittf Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 d_A) 1 '1 Inspection Number. 1 Inspection Date: 03/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ooeeovreol A 61 Job Address: 602 96 Street NE Project: <NONE> Contractor: SA CONSULTANTS LLC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Wednesday, March 8, 2006 Building Department Comments °g Permit Number: 8P2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 I Passed Inspector Comments 4 7 14) D klAiLJA-e ( , eid;;-1 ` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 '1 Inspection Number. 1 Inspection Date: 03/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ooeeovreol A 61 Job Address: 602 96 Street NE Project: <NONE> Contractor: SA CONSULTANTS LLC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon 305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL Wednesday, March 8, 2006 Building Department Comments °g Permit Number: 8P2004 -1410 Permit Type: Imported Permit Inspection Type: Drywall Screw Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 nspection Number: Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ODCCDVTCDI A AI Job Address: 602 96 Street NE Project: <NONE> P -10679 Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Doors Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 p Inspector Passed Comments at -�-� 2 Cl l• )- , • A /z_, irk ic. s i .�-t 1.Q `s i 6.0/24D (rK_ l Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: Inspection Date: 02/28/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES ODCCDVTCDI A AI Job Address: 602 96 Street NE Project: <NONE> P -10679 Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Monday, February 27, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Doors Work Classification: Addition /Alteration Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 1 of 2 PERMIT # EJ \5I3( VD1 - CONTRACTOR: nAikrZ512.. • SUBMITTAL DATE: 1,n4 z ps PROJECT TYPE: � Et,' -- 1 C) Y---- 1 ZONING 111Z-ci FIRE 1 STRUCTURAL Alz,G IMPACT FEES ®s/ / `��'z'c°` ELECTRIC L HRS /DERM PLUMBIN, , `` 4 NOC / MECHA AL t)/ BLDG i b �� ibL • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electric • 1 ' Plumbing Mechanical, Roofing Owner's Name (Fee Simple Titleholder) VA11� \1 stAa(L:e� Phon Owner's Address ( 0 & q ( -0-11E61. . Cit QS ,. S1 s State 'Fl.-- Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Qualifier �-p41A r 1,% State Certificate or Registration No. , Miami Shores Village (3 cT B a,43. uilding Department 4-QDGO. 10050 N.E.2ndAventre, Miami Shores, Florida 33138 �. Tel; 305) 795.2204 Fax: (305) 756.8972 P $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) • F. [ 8.S -Oct )(00. (OCO 7 J SUS County Miami -Dade NO )C Phone # Permit No. Master Permit No. 13 P01 - 111 Li I O Zip S Cor4s0 r� 10 u� id i Contractor's Address 7-1.5 Gp( _ 14.) - City M , �M 1 State f Zip 33 14 ' C S Phone # Certificate of Competency No. ngineer's Name (if applicable) I "'k1 - A- CA #4P6 (.L_ Phone # g .5 2-6 ' 1 7 Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace ❑ Demolition p Describe Work: F - t' ti --It S 6 1 p k L, ' it-vv) ( oell A/ COfveAPT Avg YLr ►M b& s `7 yavii . * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Z � CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ (00.10 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ S��pD . Z Bonding Company's Name (if applicable) f Bonck. ng Company's Address City - State - Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, t CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence ,. such posted notice, the inspection will not be approved and a reinspection fee will be charged. APPLICATION APPROVED BY: Chc 05/13/03 Print: Signature Signature Owner or Agent ! Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this tr day of , 20 , by , day of/14 L rMeee, 200-5 by6g $191-04 who is personally known to me or who has produced who is personally known to me or who has produced ff L As identification and who did take an oath.5 ;gyp -5- 3/ -p as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB Sign: Sign: Print: My Commission Expires: My Commission E, yo Walter L. Smith ' a. ,t April 6, 2006 o-o � Bonded m Atlantic Bonding Co ., Ine. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** M54 "2 Plans Examiner /72 o/d Co Engineer �✓ `�- Ilbei /Q Zoning December 6, 2005 Claudio Grande 305- 795 -2204 ext.430 Miami Shores Village Building Department Permit No: 04 -1410 Job Name: Revision Presbyterian Church Page 1 of 2 Building Critique Sheet Revision 10050 N.E. 2 " Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Revised plans are to be submitted to Miami Dade County Fire ept. for revisions and Fire Alarm approval. Submit application from Electrical, Plumbing and Mechanical contractors for the revision of plans. December 30, 2005 Page 1 of 1 m 2 from previous critique of December 6, has not been corrected. " Submit applications from the Electrical, Plumbing and Mechanical contractors for the revisions on the plans" We cannot approve the plans for revisions until all the applications have been submitted. Claudio Grande CBO 305- 795 -2204 ext. 430 Miami Shores Village Building Department Permit No: 04 -1410 Job Name: Revision Presbyterian Church. Building Critique Sheet 2" REVIEW 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 n OCT 1 9 2005 `MIAMI S ORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date V ! )B 06 Type Insp'n 1 C: 3 -6 • Permit No. C?PO4 - 14-10 Name JQ €S'� 1 1 UI . Address 6 6©Z NG. `� S T" CompanyS C—CD S , Phone # (SOS ) ` 8 r c:1-6 la) 18/ . `Th c) Inspection Date Approved Correction Re- Insp'n Fee rner i Pest Control What's Bugging You? BUILDER ADDRESS / CITY, STATE ), r TERMITICIDE USED Main Office 480 Edgewood Ave. S. Jacksonville, FL 32205 -3775 Phone: (904) 355.5300 Fax: (904) 353.1488 Toll Free: (800) 225.5305 www.turnerpest.com PRE - TREATMENT JOB WORK ORDER w� ; (vA (7 Vr & ; /v) rh,,„� \ JOB NAME -� LOT ^ BLOC Q, n SUBDIVISION JOB ADDRESS / CITY, SJIATE BUILDER NAME CIRCLE ONE: C RESIDENTIAL TYPE OF SLAB: DIRT FILL ONOLITHIC� SQUARE FOOTAGE r`)n LINEAR FOOTAGE• O CONCENTRATION: ) 7c' VOLUME: .t TOTAL GALLONS OF SOLUTIONS APPLIED APPLICATION TYPE TYPE OF TREATMENT JOB SITE PHONE# DIRECTIONS Turner Pest Control, Inc. Representative \ Date Time ■Z9 I 1 �G.cs \' - r _U.- a� S 13J 9 e--i) 2 Total Amount Due for Above Work Order I hereby acknowledge the Order of the above described work: Owner / Agen Date Inspect Numb er: INSP 9282 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES 1313CCOVTC131 A 10 Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho � (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Passe Inspector Comments U�ti� / Z � / P p_i_ ti a e : 15 - `' • 1 D CO 1 () - Failed Correction Needed '''t– Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspect Numb er: INSP 9282 Inspection Date: 02/09/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES 1313CCOVTC131 A 10 Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Wednesday, February 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho � (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 -857 -9220 Page 2 of 2 Issue Date: 1/30/2006 Expires: 12/31/2006 Owner's Name: MIAMI SHORES PRESBYTERIAN CHURCH Permit Type: Imported Permit Work Classification: Addition /Alteration Job Address: 602 96 Street NE Comments: REVISION Additional Information Miami Shores Village, FL Contractor(s) SA CONSULTANTS LLC Phone 305 - 857 -9220 Primary Contractor Yes Perm Type: Building Alpha Four: DEMOLITION Alpha Six: CHURCH Pay Amount: 1982 Bond Return : Alpha Two: DEMOLITION Alpha Five: CHURCH Pay Date: 6/9/2005 Pay Comments: PD CK 15347 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Revision Fee Scanning Fee Structural Fee Total: Amount $75.00 $60.00 $50.00 $185.00 Invoice Number imp - 1 - 06 - 23658 Total: Amt Due $185.00 Amt Paid Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1410 Phone: (305)754 -9541 1132060141410 Lot: PB: Total Square Feet: Total Valuation: Required Inspections 0 $ 160,000.00 Slab NEW CONSTRUCTION Columns Slab Framing Framing Framing NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. REG x.01 013006 1412 NC #01 033571 CHARGE $185.00 ' 002/ Passed f i 64)(' ( / Oinsector Comments g l s / � —Ce.D CJ/ S , l s ( J Failed - Correction Needed • Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP-7865 17 Inspection Date: 01/30/2006 Inspector: Grande, Claudio Owner: CHURCH, MIAMI SHORES OOCCOVTCOI A kS Job Address: 602 96 Street NE Project: <NONE> Miami Shores Village, FL Contractor: SA CONSULTANTS LLC Building Department Comments Thursday, January 26, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonga- (305)795 -2204 Fax: (305)756 -8972 Permit Number: BP2004 -1410 Permit Type: Imported Permit Inspection Type: Framing Work Classification: Addition /Alteration Block: Phone Number (305)754 -9541 Parcel Number 1132060141410 Lot: Phone: 305 - 857 -9220 Page 1 of 2 Approved Correction Re- Insp'n Fee OCT 18 PAID MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 2&J5 Building Inspection Request Date c� Type Insp'n t.,J10 Permit No. aIQ LI - /Q /Q Name 111 I al 1 5r) Address (,c / "J q- Company 0 &3 �'} Phone # `` 57 4ZZ Inspection Date /bin- 0 -1/ II MIA I SHORES VInLAG BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 M O5 Building Inspection Request Date 10 Type Insp'n pair Permit No. 5 p0 `3 - / l to Name lu' (cm i ( 5 Address WIZ NE %J./— SIT CV ! / Phone # Inspection Date Approved Correction Re- Insp'n Fee r5 4 ., 4 M5 OCT 1 8 MIAMI SHORES VILLAG ' BUILDING DEPARTMENT 305- 795 -2204 OCT 1 8 2005 B // ui il� l d 'ng Inspection Request Date / V q Type lnsp' n Q C. I /, Permit No. ) ++ J9 o`7t �� 0 l Name ry�C� � � g f � � �l-C�J s' Address (i(2. /U c Company 4'5 eanst- C�� Phone # -7 - 6 2-Z ' Inspection Date Approved Correction Re- Insp'n Fee A D- / log- October 10, 2005 Miami Shore Village 10050 NE 2 Ave Miami Shore, FL 33138 (305) 795 -2204 Attn: Inspector Chic AITAmerican Fire Inspections, Inc. Inspections, Maintenance, Design & Installations As per your request, we are sending you this letter to advise you that "Miami Shore Presbyterian Church located @ 602 NE 96 street" is solely responsible for obtaining and hiring a contractor to fabricate and install concert pad and guard post for the new installed backflow Preventor. Sincere , Sam Salem Licensed & Insured CC# 44987100012003 1 5105 .NW 77 Ave Ste 300 Miami Lakes, FL 33014 Tel: 305 - 828 - FIRE Fax 305 828 - FAST MIAMI -DADE WATER & SEWER DEPARTMENT ` METER OPERTATIONS & MAINTENANCE MIAMI•DADE CROSS- CONNECTION CONTROL UNIT COUNTY 1001 N.W. 11th STREET, MIAMI, FL 33136-2209 Phone (305) 547 -3046 o Fax (305) 545 -9555 . BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM ADDRESS OF DEVICE: q „ , D E V I C E: ( '3 H OWNER CONTACT: PHONE: . FAX: ADDRESS OF OWNER: $ ZIP CODE% - Z _ , NAME OF TESTER: / Cfa CERTIFICATION p #: t6 EXPI 7 IOND�AT 'PHON ` WO Tical BUSINESS NAME: A I 1' I U D BUSINESS ADDRESS. S CODE: 3 TEST KIT MAKE: ri < diAPe S3' MODEL #: V3 SERIAL #: 7 .` 5" LAST CAL. « SITE YES • TEST _ 1 PLEASE MARK: R.P. D.C. t/ P.V.B. MAKE OF ASSEMBLY: A MODEL NO: rip - 055 SERIAL #: 1+1 to SIZE: E , ' LOCATION OF ASSEMB ; � L- y P" ni L� C HAZARD /SERVICE: r 1 2..e METER NO ` 72.7 INITIAL TEST: ANNUAL TEST: DATE OF TEST: METER READING SHUT OFF VALVE #1: SHUT OFF VALVE #2: LINE PRESSURE: PRESSURE STAB :�_ NO CLOSED TIGHT: � �>.- CLOSED TIGHT: LEAKED: LEAKED: D.C.V.A. R.P.Z.A. . P.V.B. 1531 - CHECK VALVE NO. 1 = CHECK VALVE :No. 2 DIFFERENTIAL RELIEF VALVE AIR INLET . CHECK VALVE Closed Tight: 9 Tight: Closed Ti FAILED TO OPEN: FAILED TO OPEN: LEAKED: Leaked: Leaked: OPENED AT: PSI OPENED AT: PSI HELD AT: PSI PRESSURE DIFFERENTIAL ACROSS CHECK ' 1 PSI PRESSURE DIFFERENTIAL ACROSS CHECK (/ ' Y PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS / REASON FOR FAILURE (IF APPARENT): CHECK•VAVLE NO. 1 CHECK VAVLE NO. 2 DIFFERENTIAL RELIEF VALVE P.V.B. REPAIRS CLEANED: CLEANED: CLEANED: CLEANED: * REPLACED: " REPLACED: - REPLACED: REPLACED: D.C.V.A. . R.P.Z.A. P.V.B. RETEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN: FAILED TO OPEN: _ LEAKED: _ Leaked: Leaked: - OPENED AT: PSI OPENED AT: PSI HELD AT: PSI PRESSURE DIFFERENTIAL ACROSS CHECK PSI PRESSURE DIFFERENTIAL ACROSS CHECK PSI I CERTIFY THAT I HAVE TESTED THE ABOVE ASSEMBLY IN ACCORDANCE WITH THE A.W.W.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABILIT ES' SIGNATURE OF CERTIFIED TESTER: 1 I � � t t I DATE: b 8 %S /4/870S. NOTE: TEST FORM MUSTBE COMPLETED IN ITS ENTIRETY. INCOMPLETE TEST FORMS WILL E ETURNED. Revised: 03/01 /2005. www. miamidade.gov /wasd /backflow.asp CUSTOMER MIAMI -DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINYENANCE MIAMMADE _ CROSS- CONNECTION CONTROL UNIT 1 COUNTY 1001 N.W. 11th STREET, MIAMI, FL 33136 -2209 A _ Phone (305) 547 -3046 o Fax (305) 545 -9555 i. BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM ADDRESS OF DEVICE: .9( l\ E Pee) s- - ( OWNER EV . • c CE: . t e 14 i1 i t /Ji�-A R , OWNER CONTACT: ! "f (I ''' PHONE: ) / FAX: ADDRESS OF OWNER: ZIP CODE: 5 2 NAME OF TESTER: (�, CERTIFICATION #• V' ?( EXPI TION DA E: ® & y PHON 044 Itiza6 ® BUSINESS NAMEJ,/}/(y�) c `(� ' Vw . lc' tl Ea vb ;, ` BUSINESS ADDRESS:" " "' " = ° ..' ' "''' . -i 3074 cm.o 3' sr ZIP CODE: -3N.3* 3 TEST KIT MAKE: ' n d 6f.A,Pe S 5 ---- MODEL #: % - 3., SERIAL #: - 3 3o 95 DATE LAST CA . 4 SITE TUBE: YES /6 TEST PLEASE MARK: R.P. D.C. P.V.B. MAKE OF ASSEMBLY: Kp 4 ' rC '.S . MODEL NO: 253 SERIAL #: 4 SIZE: 4° LOCATION OF ASSEMBLY: ' rig V ' V B - • HAZARD /SERVICE: 4 a DATE OF TEST: / 0 4 / 0 - MET ER NO. 3A 4 7 7 METER READIN 0/ 6 PRESSURE STABL . ES NO INITIAL. TEST: ANNUAL TEST: SHUT OFF VALVE #1: SHUT OFF VALVE #2: LINE PRESSURE: CLOSED TIGHT: CLOSED TIGHT: LEAKED: ,, `LEAKED: D.C.V.A. R.P.Z.A. P.V.B. `1S31 - CHECK VALVE NO.1 ' ; CHECK VALVE14 2 DIFFERENTIAL RELIEF VALVE _. AIR INLET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN: FAILED TO OPEN:_ LEAKED:_ Leaked: Leaked: " '' OPENED AT: PSI OPENED AT: PSI HELD AT: PSI PRESSURE DIFFERENTIAL ACROSS CHECK "e) PSI PRESSURE DIFFERENTIAL ACROSS CHECK 9. - i PSI IF THE ASSEMBLY FAILS FOR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS REMARKS / REASON FOR FAILURE (IF APPARENT): CHECK VAVLE NO. 1 CHECK VAVLE NO. 2 DIFFERENTIAL RELIEF VALVE P.V.B. REPAIRS CLEANED: CLEANED: CLEANED: CLEANED: REPLACED: REPLACED: . REPLACED: 't - REPLACED: ° D.C.V.A. R.P.Z.A. P.V.B. RETEST CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE Closed Tight: Closed Tight: FAILED TO OPEN FAILED TO OPEN: _ LEAKED' _ Leaked: • Leaked: - OPENED AT: PSI OPENED AT: PSI HELD AT: PSI PRESSURE DIFFERENTIAL ACROSS CHECK t PSI • PRESSURE DIFFERENTIAL ACROSS CHECK PSI I CERTIFY THAT I HAVE TESTED THE ABOVE ASSEMBLY IN ACCORDANCE WITH THE A.W.W.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF My ABILITIES. SIGNATURE OF CERTIFIED TESTER: • I .. �- t {.fi ! ! I I I DATE: 6 NOTE: TEST FORM MUST BE COMPLETED IN ITS ENTIRETY. INCOMPLETE TEST FORMS WI L E RETURNED. Revised: 03/01/2005 www. miamidade.gov /wasd /backflow.asp CUSTOMER 1 Date Legal Description Historically Designated: Yes No , Owner/Les-gee / Tenant I ��1G tZ,=� 'Q '�,��� �I Q by Master Permit # 7 9 3 3 Owner's Address Goa_ YE. 9 \ Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one) BU UMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION t1 woo, -*- c? 1 5 - /d , i "D o ' .e rs cl i 1POI, Square Ft. O WNE laws re Not. as o Owner Commission E FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Addressr02. Nal 9G S 1 Tax Folio 1) — 3 -2 o6- C)7-- /7) 0 Municipal # Phone G \ -� _Address -&cs l3U A`�� M f z. 3)/ 2 - SS# Phone 4o- 19, 4 4 9b5 -ce sa- Sr+s y Competency # Ins. Co. Address I \ Address Estimated Cost (value) 20 ODD WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. F11)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable • etion and zoning. Furthermore, I authorize the above -named contractor to do the work stated. ignature of o er an • q d ,W /AM S v t - / - fj d/. `l y. do Pr silent •ir= . • FH 7 . ... •, .., atin GRAM t'1UA N /aW:LY PIJBI2C STATE OF FLORIDA �a Is1O. �141t19 APPROVED: Zoning Building Mechanical / �O 02 0 o side /�/ e i z — FZ_ 002,a M-30-320/- Date RADON 3i' 17 f Contra or O er- Builder Signatire o Notary as to Contract6r or Owr r-Builder My Commission Expires: n C.C.F. lfy NOTARY 01/9 Electrical ?r,' et Plumbing tngmeenn CC7 6319 ' . 9,002 1 BOND Date Ian 1 Date TOTAL DUE, J3/ T'- IYVI I‘C Vr %.VI VUVICaY ..civricav I A RECOR3ED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ,99R 1. 18 1999 CZAR 08 13:43 UT NO. TAX FOLIO NO. 1 (— 32o - 019- _ l4 10 • - E OF FLORIDA: r NTY`OF DADE: UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with ter 713, Florida Stat+rtes, the following information is provided in this Notice of Commencement. ]al description of property and street address: Lo1S ► /IrN /0 iYac&. 61 of �"' %Spa: ES $Ec �f ""' No. .) .. -� ;... -6 6 P f Mora - or /i(1?o4 k- 0 E 'A E 3 , , k R(b / i� o / /17i/307; S/► or &S� Sec. i)'0.-4 /t/o. Z. . ,02 NE / "t si arcs, - script ion of improvement: / An/ iv"v/] on/ F�x S -EpIe. A^.Q pke t../mev &ofASSoefg vner(s) name and address: i/9mi S 4S ereS f / iU t ( Z Nn /) 9'664 Sire- t 04,0% SA: €i FL. 33ile 3st in property: OtAd e and address of fee simple titleholder: .S/M'B' 4 S A b o )ntractor's name and address: ()24ST'Ed..._ S5 /vA✓ 9716 Ave • /44" ; F/9,-;19A .33/ Z Z — /20S irety:(Payment bond required by owner from contractor, if any) e and address: /OM unt of bond S Npi :nder's name and address: r y /A ersons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided section 713.13(1)(a)7., Florida Statutes, le and address: !/M en; .dotes res oz NC- 91-L FLO ;DA 33 addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in tion 713.13(1)(b), Florida Statutes. L / / ne and address: 161r/t 1 ,4are5 ` ►✓�17 T `4 0-40r GX) A a.042,, P5 iZ 6o� NE T (o Sfiv_ M)A 'M t' 5hor-eS / /"L 33/35 :xpiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ?rent date is i ff h I v _ 4a azure of Owner • • / gI %•1 0 i_ 6 O0--‘„ 9- 3 o--3? it Owners Name i $4oLES f reS4 / e ' ' e m et Prepared by: orn to and subscribed before me this 0 day of PIA , 19 `I `'/. OFFICIAL •T A BEAM. Address: 7 ; 's 1 M S. Ri t 1 Sl UB!3 .r• . A ma / Ji =71.� Lt` tary Public G cL pe .• it Notary's Name Wit OF f,• DEC. 17,2002 Commission Expires: CC797277 IS'A OF FLORIDP. COUNTY OF DADE If N . 3 • CERTIFY that this h a (trualpy of rho Ji Mid in this only) on day of . • • HAii't'/ B ..� ; , Sync re ., Ofr'•I -.? o •, 1'I ' R r ►... Ir .••■•Cf. C 0 C. ' 12301.52 2'93 • Building Department Engineered Structures & Shutters, Inc. P.O. Box 637 Jupiter, Florida, 33468 (561) 744 -1318 Subject: Design loads for Cellular Site Miami Shores Presbyterian Church Per the request of the building department, the following summarizes the design loadings used in the development of the building plans for the subject cellular equipment installation. This site has an elevation of 80 feet. Wind Loads: In accordance with ACSE 7 -93 for over 60' elevations Uplift 50.0 psf Loading 63.0 psf Foundation: In accordance with SFBC 1996 (Not Applicable for this site) Roof Loads: In accordance with SFBC 1996 Roof Dead Load 100 psf Conclusion: The design meets and exceeds code requirements for Dade County construction for wind loads of 120 mph at 80 elevation. Should there be any questions, please contact me. With 14n4. regards, rr -v Russe Gouldy; President January 26, 1999 March 2, 1999 Frank Lubian, Director Building Department Miami Shores, Florida COMMUNICATIONS CORP. A WESTOWER COMPANY Re: CAP 27 MIAMI SHORES PRESBYTERIAN CHURCH RESPONSE TO COMMENTS & STRUCTURAL REVIEW In response to the teleconference with the church's representative, I would like to suggest the following revisions to the construction documents: 1. All exposed fasteners and related hardware for antennas and coaxial cabling shall be stainless steel. 2. Use 16 oz. Copper flashing at new platform in lieu of galvanized steel or aluminum. 3. Antenna grounding and buried power conduits at the tower should be located in a manner that will not disturb the existing flagstone walk. 4. Electrical power conduit runs across roof areas shall be ballasted with precast block similar to detail for coaxial cable runs. See Detail 6, A -1. 5. As an added safety factor, the two north -south edge beams of the steel platform can be extended into the CMU gable wall. Provide 6 "x1/2 "x12" long bearing plates to rest on grout beds in the existing concrete block. Do NOT eliminate the projected bearing brackets spaced at 24" o.c. along the east west bearing beam. Please refer to attached detail sheet dated 2- 24 -99. If you have any questions or comments, please let me know. Sincerely, <ed., Ballew, AIA MJA Communications Corp. Bryan Besade File CAP27PC.Dgc382 Prosperity Farms Road, Suite 230, Palm Beach Gardens, Florida 33410 Phone: (561) 627 -2666 • Fax: (561) 627 -0146 CONC. BLK GABLE ENDWALL PROVIDE PLY * INSIDE SURFA TO FORM INFIL BREAK OUT BLK OVER EXIST'G CONC. BOND BEAM INSERT NEW W12 X 22 STEEL EDGE BEAMS INTO WALL CAVITY • . BACKER BD. • . • E OF WALL PATCH • • • W12 X 22 STL • 6" X 1/2" X 12" W/ 2-1/2" ANCH • SET IN 4,000 P /iii / /iiiii, UNDER_ P INFILL AROUND NEW STL. BEAM W/ STD. MAS. MORTAR RE I W/ 2"X4"X 14ga. Cs WIRE MESH. TOP OF CONC. ROOF DECK i 4 CONC. BOND BEAM e GABLE WALL AM EARING PLATE BOLTS X 3" LCz GOUT BED B.U. ROOF LEVEL LATFORM ISE4M 8EA1RING DETAIL e G4 LE UJ4LL 2 -24 -99 REV. C CAP 27 MIAMI SHORES PRESBYTERIAN CHURCH 1 WEsTOWER 11382 Prosperity Farms Road Suite 230 Palm Beach Gardens, FL 33410 Offlce:(561)627 -2666 Fax:(561)627 -0146 www.westower.com FEB, 26. 1999 6:19PM MASTEC TECH NO. 0975 P. 2 CERTIFICATIONS AND DECLARATIONS OF RESTRICTIVE COVENANT KNOW ALL MEN BY THESE REPRESENTS: WHEREAS, Miami Shores Presbyterian Church, a Florida non- profit corporation (the "Owner" or "Declarant ") is the owner of the following described property (the "Property ") situated and being in Miami Shores Village, Florida: Lots 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10, Block 61 and the 15 foot alley running east, and west through said Block 61, MIAMI SHORES, SECTION 2, according to the Plat thereof, recorded in Plat Book 10 at Page 37 of the Public Records of Miami -Dade County, Florida, and WHEREAS, the Owner, together with Sprint Spectrum L.P., a Delaware Partnership, (hereinafter "Applicant ") with the consent of the Owner, has applied to Miami Shores Village, a Florida municipal corporation (the "Village ") for a wireless personal telecommunications services antenna permit, pursuant to Chapter 22 of the Miami Shores Village Code, and otherwise; and WHEREAS, the Owner and Applicant desire to provide certain assurances and certifications to the Village; NOW, THEREFORE, the Owner and Applicant each jointly declare and certify as follows: 1. Title. Owner and Applicant have provided evidence as to the status of title to the Property to the Village. 2. Continuous Compliance. The Owner and Applicant hereby covenant and certify that the Applicant's wireless personal telecommunications services antenna proposed for the Property will be made continually compliant with all present and future promulgated safety laws, rules and regulations concerning electromagnetic frequency emissions standards promulgated by governmental authorities having jurisdiction over the Applicant and the operations of the antenna facility, or similar safety standards for other wireless communications media transmissions. The Owner and Applicant hereby acknowledge the right of the Village to require immediate removal of any wireless personal telecommunications services antenna upon the Property which does not meet such safety rules and regulations. FEB. 26. 1999 6:20PM MASTEC TECH NO, 0975 P. 3 3. Non - interference. The Owner and Applicant also covenant and certify that any of Applicant's wireless personal telecommunications services antennas proposed for the Property will not interfere with public safety communications, and further, will not unreasonably interfere with the reception or transmission of television, radio, microwave, telephone, digital or similar communications signals or receipt of signals of nearby residential or business residents. The Owner and Applicant acknowledge the right of the Village to require, if necessary, frequency relocation agreements. 4. Multiple Accommodations. The Owner and Applicant covenant and certify that the design, structure or installation. of the Applicant's wireless personal telecommunications services antenna facility proposed for the Property will be such as to accommodate at least two (2) wireless personal telecommunications services antenna facilities of other providers on a non - discriminatory basis, in addition to Applicant's installation, in the manner depicted on Exhibit "A" which is attached hereto and made a part hereof, to avoid duplication of the erection of wireless personal telecommunications services antenna towers through the Village. Applicant and Owner undertake no obligations hereby to assure utilization of the structure by other service providers and Applicant and Owner expressly disclaim any right or power to control or dictate any other service providers' choice or design of proposed facilities for this structure. Applicant will not oppose and Owner covenants and certifies that it will permit co -use of the wireless personal telecommunications services antenna structure upon the Property by at least two (2) wireless personal telecommunications services providers, in addition to Applicant, on a non- discriminatory basis. Owner and Applicant acknowledge and agree that unreasonable refusal to permit co -use shall constitute a violation of Section 22 -42 of Miami Shores village Code and may result in the Village revoking any wireless personal telecommunications services antenna tower approval and seeking a mandatory injunction to compel removal of any wireless personal telecommunications services antenna, in addition to all other remedies available to the Village for violations of its code of ordinances, and any other remedy available under the law. 5. Attorney's Fees. The Owner and Applicant hereby covenant and certify that the prevailing party shall be entitled to recover its reasonable costs and attorney's fees in the event any litigation is brought to enforce the provisions of this Declaration and Certification. FEB, 26, 1999 6:21PM MASTEC TECH NO, 0975 P. 4 6. Binding on Successors. The Owner and Applicant covenant and certify that this Declaration and Certification shall be binding upon the Owner, the Applicant, and each and all of their respective successors and assigns and that they shall faithfully observe and perform hereunder, for so long as Applicant operates its antenna facility on the Property. IN WITNESS WHEREOF, the undersign d have used this Covenant to be executed this `vr day of - )1P1,44../ , 1999. WITNESSES: OWNER: sign: print: ,f5- L. /lartnV006 sign: print : S• 1 P i STATE OP FLORIDA ) COUNTY OF DADE ) (Seal) ss By: By: PETER W. BELLOWS, BUSINESS MANAGER NG CLERK OF SESSION The fosloin instrument was acknowledged before me this ,�a`�day of yyt , 1999, by Peter W. Bellows, as Business 'T Manager and 1A „A#,Vfpy as Clerk of Session of Miami Shores Presbyterian Church, on behalf of the corporation for the purposes therein expressed is �?ersonally known to me or who have produced f- ' O - 4.7i —3D — ,7X-D as identification and who did take an oath, / Zo07 ✓'� TAT /f .s /. at/ e y . goof NOTARY PUB Sign Print/ State lorida at Large My C ommi s 5.i Qn o FI SBAL GLADYSJ VILLAR NOTARY PUBUCSTATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR FEB. 26. 1999 6:21PM MASTEC TECH NO. 0975 P. 5 WITNESSES: sign print STATE OF Georgia ) COUNTY OF 4 The fore oing instrument was ac wledged bef re me this of 1999, by S 1.�. as E of Sprint Spectrum L. , on behalf of the Limited Partnership for the purposes therein expressed is personally known to me identification and who did take an oath. VA- NDooN NOTARY Sign { Print State of Georgia at Large :�(S ea1 Public, Gwinnett County, Georgia My Commission Expires July 28, 2002 My Commission Expires: ACCEPTED for Miami Shores Village this 7c day of w1a;, ems^ 1999• THIS INSTRUMENT PREPARED BY: Perry M. Adair, Esq. Becker & Poliakoff, P.A. 5201 Blue Lagoon Drive Suite 100 Miami, Florida 33126 (305)262 -4433 175933_1 SS APPLICANT: SPRINT SPECTRUM, L.P., a Delaware Limited Part ership By: BY Name "T4vies w, 6reevie Title: ��Jecf i' So qcI- 411 UILDING OFFICIAL VILLAGE ATTORNEY FEB, 26. 1999 6:22PM MASTEC TECH �j iNO�TN ELEVATION Exhibit "A" lrm kb6• 540.0e GAPVIA 6E TOR tier. RnO 1 160. — s - _ - r 0 SOUTH ELEVATION wawa NO. 0975 P. 7 IPS RR66- 61•6ea.D OEM Moon Application is hereby wade for the approval of the detailed statvui nr us the plans and specifications herewith submitted for the build • inc 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 rogulati of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans i must be kept at building during progress of the work. } Date. _ „. _ _ �,..G.` �! 9 �✓ Owner :,• \amc and Address .. � S „.`... No. � 7 .1,Str � �.� Registered Architect and /or Engineer. ,° _ U,e�1 ?.`.'.: c t ./1� 7`' , ,,,(P.;,,. „ ,,,! ..4„ „( ;,.o Name and address of licensed contractor 7®/Q /te 4t. Location and legal description of lot to be b ilt on: Lot.... /..�Q /"24' Block be Subdivision... .. 5 a i ' fo'46 / f ('I /e Number and 7' '�' umbe r where work is to be done _. oT State work to be done and purpose of building (by Aoora ).....�rX.S.1`.,.9'...5�- �leP�' �_ „ } ... _....__..._...... o0.220 2 New Building Remodeling R/ Addition Repairs No. of Stories _ To be constructed of Kind o//f�� �foundation Roof Covering Estimated Total cost of improvements S•.•) f �3le • o Amount of Permit L. Zone cubage required ....Plan Cubage Distance - to next nearest building Size of Building Lot \faxiunum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with eference to the building and its construction may be sent to.. ..A../..e4:e..../L./%' E .. .'tS te s 7 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 5066. Compiled General Laws of Florida, Permanent Sup clement, anti 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 arc 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. Pic /ids :� Remarks._._ (Signe STATE OF FLORIDA, COUNTY OF DADE. peared MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 7 /6 92.. and for no other purpose. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- 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.. Q Permit No ✓ 1( Date ! ./'"� ..... „._._ Read, Sworn to and Subscribed before me. Disapproved (Signed) Date Building Inspector Notary Public, State of Florida My Commission Expires . „.._... „..�.__ _ PLANNING BOARD DATE Chairman Member Member Member Nfembcr .. .. -- .-- •-- ....._..._._ ...._....... Member ...._ — Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmtn the 1'I. nnir.g Board. A re fee of $1.00 will be charged when such re inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement ur ure plans and specifications herewith submitted for the build • ing 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 Registered Architect and /or Engineer .... .eJ�r Name and address of licensed contrictor....C. ±2,2p.F.... Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Stat5 work to be done and purpose of building (by floors) .e.Wt.,O. c?/ �.. . r° .al and for no other purpose. New Building Remodeling , Addition Repairs No. of Stories To be constructed of Kind of foundation off Covering Amount of Permit $.. ..'�d 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 the plans and specifications for said building. All notices with reference to the building and its construction may Estimated Total cost of improvements $.... 4?t22.Or 0 Subdivision MIAMI SHORES VILLAGE STATE OF FLORIDA, COUNTY OF DADE. SS ' Ae,ix. ....5.47 . .r"7C':'..Sr2: 4:iilr.? ;...l...11ri l.C,4 No. Street . _ 6 5..� be sent to C. L e 7-, /-, es::. 3. 4fw 6 7 S Af /.o?c c.� The unrersigned 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 subcon ors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks — (Signed) .f"- Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 carefull read the foregoing application, and that he did sign the same, and that all fads therein by him stated are 141 Permit No 1 Date Read, Sworn to and Subscribed before me. Disapproved (Signed) Building Inspector Chairman Member Mcrnber .. ... _.....__. Council Approved NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE to me well known, Member _ Member _..._.�...._ Member __.._._.........__.._....._ Date Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty REPORTED TO ILL'. J0t4 D. MAntimil buliaLug Jaaspecsor,.xasna Enures. xJapr4041, Lb. No. Sample No. 1220 • • . . . Information furnished by Mx, oTODoiginellai Weather Condition Concrete furnished by Job mix . 2 . . V 0 t - 1 < D i rgi amths51.Amte Mix Brand of Cement Fine Aggregate Coarse Aggregate Slump in ins. Gals. Water to l ac at i c E .h Admixture , ) .0 = i . I Pala KM* 1 ***i4 WO •TM set Wee WA "OWL 29 4 9 a ' • . . . . Cone — Cone Shea 44..4 Conditilt of Cylinder Dia. of Cylinder Area in sq. ins. Total Load in Ibi Unit Load per sq. in. Wt. of Cylinder, Lbs. Age of Specimen Type of Break Cylinder Received Field Curin Lab. fl�4 b�tt rOO t INF 10111 FURNISHED 902e, +.4 •Y LASO RRRRRR kith $4,1111*, -.••.. O.. " ti . otirkk e ettsi stool* sim•sit • . XiffirriD • . tali 10.48.49 lab I 4.3 H Cylinder Made 3 Day-Tested 7 Day-Tested 28 Day-Tested 1048 AO .. . k REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT POPP,/ 1, Wilitta, st. idea REPORT No CONTRACTOR Parry X. Willits, In ORDER No USA PROJECT Sarion-iretsbyterishu Church LOCATION Tow& /Posting Copies Issued to X . Par: X. Willits. Inc. 1 - lir. Job* D. Hansel • WINGERTER LABORATORIES, INC. 0-3.001 Engineer's Laboratory and Inspection Service • nwittt040 660 N. W. 71st STREET MIAMI 38, FLORIDA REMARKS: Strength Requirement WJNGERTER LABORATORIES, INC. Split As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property o clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. L, } r. • • c�— 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 build- ing 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 Street and Number where work is to be done S. e A.-.Q.1 ��, Registered Architect and /or Engineer Name and address of licensed contracto Location and legal description of lot to be built on: Lot Block Subdivision I Gl State work be done and purpo of building (by floors STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE Date /"' / , 19 No. Street and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundatio Ro Covering Estimated Total cost of improvements $ /sue_ ° 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 the 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 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 = the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub •.L or } j.n . ''to be p „rformed ,ender this permit, as are licensed by Miami Shores Village. Remarks (Signed) � � � • '.�' - : � "� Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 Date Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planting Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHOR�,SVILLAGE 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 build- ing 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 � , 19 Owner's Name and Address � / b No Street Registered Architect and /or Engineer , t / Name and address of licensed contractor Location and legal description of lot to be built on Lot Block Subdivision__ Street and Number where work is to be done State work to be done and purpose of building (by floors) C i and for no other purpose. New Building Remodeling Addition Repairs No. of Stories • To be constructed of Kind of foundation Roof pring __ _____ Estimated Total cost of improvements $ _Amount of Permit $ 0 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 the 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 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 sube'ontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. • 7 2 , Remarks (Signed)_ STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to a• minister oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath de Poses 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 Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE.. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A. charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. las xi.31'e ar fy that lAajosottost or root riRidi s s a. tut, y ovii.93C, -lir. 3jmtaono,. d to atq , •.:°.aft to d to a p tt a r• uirei t3 of aatl (1 W ' 4 G3S S0-5/1 Pao _ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Qrdinance 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 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT State work to be done and purpose of building (by floors) Date _62- No ?I 3 g' Street zAi Notary Public, State of Florida Registered Architect and /or Engineer Name and address of licensed contractor___ �° Location and legal description of lot to be built on: Lot Block Subdivision__ Street and Number where work is to be done f `2' ' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of oundation_ Roof Covering Estimated Total cost of improvements $ ��� 1�x Amount of Permit $ Zone cubage required — __flan Cubage Distance' to next nearest building Maximum live load to be borne by each floor I hereby submit all the 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 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 sucI - ubcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks _ — ________ (Signed) _ Size of Building Lot STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 /6 " 7 Date ` Read, Sworn to and Subscribed before me. Disapproved Date ( Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Permit No. - - -- !/ T 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 Divisior of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept al building during progress of work. Owner's Name and Address Registered Architect and /or Engineer__. _. --_._____._— ._- .,- ____- ___- __- ._.._-__ - -__. _. - - - -_ _ Employing Plumber's Name ..r- - - - - No.__.. _ ._..__ _�_._ ___.__ Street_ and Legal Description Lot.-__--- . -. -_-_ _.__-________-_ (Bllock_ _ _____ . _. __ Subdivisi. Street and Number where work is to be performed— No. --- (L! " _ S dtree...9 , 1 I 1 State work to be performed and purpose of building (By Floors )__ ............ ______ .... New Building._.. _._ Remodeling _._. -_ Addition_-- _--------- •_ -.__. Repairs Size Septic Tank Type of Tank_ _ Feet of Drain Tile. ______._..- Dist. Feet of Tank or Drain Field from Well _ ._.__. of Soakage Pit Nature of Water Supply: City —Well. Amount of Permit $ - -{ MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No.___- Street - (Signed)__ The undersigned applic: or this building permit does hereby certify that he understands and accepts his oblige! ions as ^ n employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has coin - 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 work to be performed under this permit, as art licensed by Miami Shores Village. Date Capacity Gals. Lcd, No. of Stories Plumbing Inspector. Master Plumber. STATE OF FLORIDA, ss, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally .Ippeare 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 lac 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- inspection is made necessary by improper notice for inspection, or Lel materials and /or workmanship. CLOSETS BATH TUBS SHOW[RO LAVA TORIES S INKS SLOP SINKS LAUNDRY TUBE URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT• TOTAL FIXTUREI - CONTR. LIST C --- - SOAKAGE PIT GREASE TRAP HEATER DEEP WELL SPRKLR. SYSTEM SWIM 'G POOL SEPTIC TANK SEWER CONN. DRAIN FIELD CONTR. LIST CHECK . / ,�. -i- Permit No. - - -- !/ T 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 Divisior of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept al building during progress of work. Owner's Name and Address Registered Architect and /or Engineer__. _. --_._____._— ._- .,- ____- ___- __- ._.._-__ - -__. _. - - - -_ _ Employing Plumber's Name ..r- - - - - No.__.. _ ._..__ _�_._ ___.__ Street_ and Legal Description Lot.-__--- . -. -_-_ _.__-________-_ (Bllock_ _ _____ . _. __ Subdivisi. Street and Number where work is to be performed— No. --- (L! " _ S dtree...9 , 1 I 1 State work to be performed and purpose of building (By Floors )__ ............ ______ .... New Building._.. _._ Remodeling _._. -_ Addition_-- _--------- •_ -.__. Repairs Size Septic Tank Type of Tank_ _ Feet of Drain Tile. ______._..- Dist. Feet of Tank or Drain Field from Well _ ._.__. of Soakage Pit Nature of Water Supply: City —Well. Amount of Permit $ - -{ MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No.___- Street - (Signed)__ The undersigned applic: or this building permit does hereby certify that he understands and accepts his oblige! ions as ^ n employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has coin - 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 work to be performed under this permit, as art licensed by Miami Shores Village. Date Capacity Gals. Lcd, No. of Stories Plumbing Inspector. Master Plumber. STATE OF FLORIDA, ss, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally .Ippeare 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 lac 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- inspection is made necessary by improper notice for inspection, or Lel materials and /or workmanship. Job Address REQUEST FOR INSPECTION Inspection Time Ready ,p' Date Ready / A- 47 A.M. P.) STATE OF FLORIDA, COUNTY OF DADE. } ss. Building Ispg for MIAMI SHORES VILLAG 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 build- ing 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. Street _l..ff ._f - ate c Owner's Name and Address.-7nn4 —data% 4,4ANN Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision / Street and Number where work is to be done � Stl /e F State work to be done and purpose of building (by fl o o r s ) `.t and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation /T of Covering Estimated Total cost of improvements $ Amount of Permit $ -_ -J 4 C 4 v! 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 the 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 obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent 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. , Remarks (Signed � Oil")) )k Fr) pA da Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - 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 3S — 1 Date ' 0 1/ Read, Sworn to and Subscribed before me. Disapproved � � D (Signed) -6y ( 1` " 9- --'',. Notary Public, State of Florida My Commission Expires ANNING BOARD DATE Chairman f Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice inspection or faulty materials and /or workmanship. Street and Number where work is to be done 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 build- ing 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. , 19_r4 ��` Street Owner's Name and Address t 4QB f /! /-_ Registered Architect and /or Engineer____ 4 — Name and address .of licensed contractor Location and legal description of lot to be bu n: / Lot / ® / 0 Block / Subdivis'.n _ / ± 5 - A- \�l� _'v - State work to be done and purpose of .uilding (by floo / New Building Remodeling A 'tion Repairs No . ories To be constructed of____ Kind of un do ___-1-5‘_-- - R g, Estimated Total cost of improvements $_ I, __ ount of Permit Zone cubage required __.Plan Cubage Distance to next nearest building Building . S Size of Buildin Lot 'l_ _ Maximum live load to be borne by each floor_____ / I hereby submit all the plans and specifications for saidcbuilding. All notices with reference to the buil • g and its construction may be sent to I: ,7 __ 5 _ � 2,� ^ ar ,< e) - 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 Sup lement, and has complied with the provisions thereof, and will require similar compliance from all con in the work to be performed under this permit; and will post or cause to be posted for insp or notices as are required by the Act. The undersigned agrees to employ only such subeastra permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 constr ction, that he caref y read a foregoing application, and that he did sign the same, and that all facts therein by stated are true \ G _ Permit No Disapproved (Signe Building ' spec PLANNING BOARD and for no other purpose. l i. Read, Sworn to and Subscribed before me. rs or sub - contractors employed by him n the site of the work such public notice rs, on work to be performed under this ' j P 4 c Notary Public, State of Florida My Commission Expires DATE an Member Member Member Member ' Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. , 5/7_ ts A Lo r 0 ( Owner's a / V/ ° General. Zone Req.Cu.Ft. To Planning Board Bldg. Permit No. Type ( - 4 , , G New Construction Plumbing Permit No. Septic Tank Sewer Misc' l New Const. ectrical Permit No. Fixtures Heater Motors Misc tl New Construction Building Inspection Foundation Beams & Lintels Final Final Clean -Up Plumbing Inspection Roughing Fixtures Sower Septic Tank Solar Heater Final Certificate Elec£rical Inspection Roughing Fixtures Final Temp. O.K. Plat Restriction Checked by Re- Submitted to P.B. Approved Rejected Plans & Spec. Checked by To Council _ Approved Rejected / ,/Fe e 'Service O.K. to Power Co. 1. (77 Bloc , N. /7/ Contrac or Approved ' j Co 1 Stories Alterations Date tt tt tt Alteration Date It n tt tt Alteration Subdivision Lic.N_ ( P Lic.No. Cu.Cont. 1' D e g, By Re -insp � Roof No. Streat Add.. or Phone Add. or Phone By Repairs Fee tt n tt Re airs Fee tt — n 9 n Repairs Cert.Occup,Issued Rejected Cost e /;(' o / Re -insp By Re -Insp By By Re -Insp By e -insp By Re -Insp By • MIA � v1�SHORES VILLAGE B LD/ING INSPECTION DEPARTMENT APPLIC TION 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 regula- tions 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____ ,Rthe, t,P' + r'►i :_ $ No. - -_ Street___ .14._. t Registered Architect and /or Engineer_ —____4 2___!!__ mac Name and address of.. licensed contractor Location and legal description of lot to be built on: Lot__821 P 1.0_____ Block_ 61 Subdivision . Street and Number where work is to be done____ _a si_____ �,, ta_u State work to be done and purpose of building (by floors) New Building z Remodeling Addition_ To be constructed of______ Kind of foundation_____ Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required_ none __ flan Cubage Distance to next nearest building_ _@1T OM Size of Building Lot Maximum live load to be_borne by each floor_ 4 »C! I hereby submit all'the 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 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. Remarks • (Signed) 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 – -- — – -- -- 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 Disapproved ___________________________________ (Signed) .. Building Inspector Date Date Vs+33i buiidini h, -4 PLANNING BOARD DATE Chairman -• Member Member _ _ Member Member . - Member Council Approved__ —__ __Date Disapproved (over) 1. Date S�t! JIB • 191_4Q Roof Covering Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires and for no other purpose. Repairs No. of to me well known, _Mate NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 9 LIST OF CONTRACTORS, SUB - CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling and Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone? 11. Decorating (interior and exterior), Painting, Waterproofing, Damp- Proofing and Paper- hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. . 21. Illuminated Signs. . • 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall,, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association or other organization engaged in the bus - iness.of supplying, furnishing or delivering building materials for any construction project within the • Village Limits and not having a regularly 'established and licensed place of business in the Village. °° :1f. tf .��y�tf. -� -�J �l. tf. tf.- �y_lf.��y�1 /. �!.• lf.•�• "•••.lf.• if.•• f "'••. l.••"'•• �f.• �•" y' •�:lf.•�• "y'•�•tf•�• "y'•�•.l /.• lf.• tf.•• "••• f.• �•" �y'• �•. lf.• �•" �y'• �•. ll.••'•'• •t /.•�• "y�•Xf.•�• "y�•tf••� " • y . �IJ`CQT'Cpil �V'T4.111.D�•Iktui '(Iiiktul �t(CQT'O�1I IIaD fist wTQ�itwl=i iICQZV�i(CVZ�t1�4�t/ li i! iigl;ii1�V3'O�ii ii�W'�HN- W.11i 91iami cShores91llage n L O A 1 D A KNOW ALL MEN BY THESE PRESENTS, that I,��� 0 N9 457 BUILDER'S B O D in consideration of the issuance to me by Miami Shores Village, Florida, of a permit (Not ) to construct or repair a building at or upon the following described property in said Village. 1 , Block G� l Low � i do hereby deposit with Miami Shores Village, Florida, the sum of Fifty Dollars ($50.00), and I agree with said Village that, when such construction shall have been completed by me within the meaning of the ordinances of said Village, I will clear all premises and repair any Village property damaged by me, `. used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the 4 completion of such construction within the meaning of such ordinances, the Village may clear and repair the same and pay the costs of such clearance and repairs out of the aforesaid Fifty Dollars, and return the remainder to me; and that, if I shall clear and repair said property immediately, as aforesaid, the 4 - said Fifty Dollars shall be returned to me. WITNESS MY HAND and Seal at Miami Shores Village, Florida, this •. • WHEN CLEARED AND REPAIRED BY THE VILLAGE Amount of Bond $ 50.00 Cost of clearing and repairs done by Village . $ Balance due Builder $ ✓i/ VILLAGE BUILDING INSPECTOR'S APPROVAL I hereby certify that the construction contemplated under Building Permit No that the builder thereof has caused the surrounding premises to be cleared and repaired commencing said construction. Subdivision day of Af�!�a»�� (Seal) == , y INSTRUCTIONS TO BUILDER -- -When above mentioned construction is completed and the prem . -s e cleared and repaired�taiee -t1iis bond to the Village Building Inspector and obtain his approval, after which Miami Shores Village will refund your money in accordance with the above agreement. has been completed and on as they were before Village. Saii'lte4Inspecto5 0 °cinlrfir`•°' i'r •'i °. •' iii•'• iii• reces i `•°.+°••'i'r`•°. i'itg,•i► i •`°� i ° ii i ftn' k•iMiPe `r`•°. °••'i `• •CO BUILDING PLUMBING : JOB: 609 / ADD: • ELECTRICAL REQUEST' FOR INSPECTION Inspectorts Report: - • WAS MADE : WORK : DONE BY: • • • /0 / The following is ready for Inspection: • WILL BE READY NOTE: REQUESTS FOR INSPECTIONS MUST BE MADE BY THE CONTRACTOR PERFORMING THE WORK. JOB: • BUILDING : 7� ELECTRICAL : • DONE BY: PLUMBING • • • • • • The following is ready for Inspection: - Inspector's Report: - WORK • • : REQUESTED AD: • • Ce Cik READY 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 regula- tions 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 S e_p_t . 25 . E-.4th--O t. _, 190 Owner's Name and Address Rorthea ____ ___ No..7800____ Street___1,1_._ Registered Architect and/or Engineer __ H. __Ch_ez_cc . Name and address of licensed contractor 4--riAtc_i_u_a.P EA tr ec. 2,10) k Ad e i 2 kW. Location and legal description of lot to be built on: Lot7■It8._•_9st1CL__ Block _61_ Subdivision 1iami--8-ho-r-es Vilia-g-e- Street and Number where work is to be done " ILEA 6th Ave_...._ansi_95th-6t.__ State work to be done and purpose of building (by floors) Church Building and for no other purpose. New Building x Remodeling Addition Repairs No. of Stories 1 To be constructed of_______c Kind of foundation i Co-no-r-e-te Roof Covering pile . Estimated Total cost of improvements $____82_00.a.O_V__ Amount of Permit $ f-- Zone cubage required _Plan none aver...1004 Size of Building Lo 142._5 Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the 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 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 inspec n on t te of the w.rk such blic notice or notices as are required by the Act. The undersigned agrees to employ only such s o . . .rs, o ..,, •rk to •e f u me. •e h me i t 0 . permit, as are licensed 1:r Miami .Shores f or r.lumbing ror one extra toilet 41/1: 0 .--" , ',/, 0 - . , ,./- - - 0 ,-,_ - --,' 4 ' Remarks (Signed) - and one urinal - to be ineLe1 k . —, , • / -..e 'f STATE otrkfMikk on to the two toilt3ts shown ss. COUNTY OF DADE. ( n the plans. 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 3 13itnrIgrred. (Signed) Council Approved_ APPLICATION FOR BUILDING PERMIT pate Building Inspector y Commission Expires 46- , /r-, , t _ PLANNING BOAR DATE Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Member Member Date Disapproved (over) Read, Sworn to and Subscribed before me. Notary Public, State of Florida 3 g NOTE: A charge of $1.00 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 $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 1.. General Building 'Contractor. 'Plembing, Heatin,"Ventilating, Air' Conditioning and Gas fitti ng.. "" 3. Electrical. 4.. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling -and' Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 9. Carpentry, Millwork, Awning and Shutters. LIST OF CONTRACTORS, SUB - CONTRACTORS, ' ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE • • 8. Brick, Stone, Tile, Cement Block, Concret and, Gypsum. . :) 10. Cemen Lime, - Plastering;: Stucco, Lathing and Cast Stone? 13. — Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar 'Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. 21. Illuminated Signs. 11. Decorating (interior and exterior), Painting, Waterproofing, Damp-Proofing and Paper-hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. CERTIFICATE OF INSPECTION A t #° et THIS CERTIFIES THAT the wiring and apparatus installe at • by for MIAMI SHORES VILLAGE PERMIT No.. -; Office of Electrical Inspector has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H. P. Space Heaters watts Q,th Apparatus Address owner, and occupied as ELECTRICAL INSPECTOR. N° 124 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION r ,/Al -f/r Miami Shor Village, Fla., fol Owner, A ent or Tenant of Buil 'ng - '�'''�% '/ - / Lot 7 Bl ck ` ubdivision d dt.." / Street Address / <, ,., . tf-; Approved use by occupancy Ren _ Thi• �a A.� Vl Occupancy is issued to the above named C for bui • ing at above named location only upon the express provision that the applicant will abidi by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinancespf'Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures`: " ,• 1:>(76 ' BUILDING DIVISI 74 - -v=ia l Bloc Owner' Name General Contractor Lic. +. • Addres�s� /or h 2 Zone .R.eq..eu. Ft. Ct.b:Cone —. By • Lot New Coi s . hr Subdivisio Plat._Raatr ction Chkd. By 1. Bldg. / 4. Date/04-'10 / o Bld �aermit No. 4 Fee � �� Stories Alterations g. �: Number Street Lic. No,- Address or Phone Zsb To . Pianning Board 9- „ Approved 9-Z-1=4"0 Rejected Re-Submitted to P.Bd. A proved,,,,, Rejected 'Plan & Spec. Checked by Approved.- , Date 141/‹ cost 2ad. 6()- Roof i:_.e.A. Repairs P1ulbi.ng Permit No. /4,at 5 Date jo- -a - yb Fee 4,, • Septic Tank / l el ' /.Z- . f 7 �' . d a ‘/ i 1 " Sewer-- rr �t Miscel. 3 New Const.. ,Alteration. . Repairs Electrical Permit 1:No — Fiktureb . - Heater ..• Miscel. New .Const. 131.dg. Insp • - Foundation — IBeataS -"& 'Lint Final Fifi6TC1retinl•UP .. • . . / 4_3 I • pate a-/0- 61. s Plumbing Insp. Date .Roughing. _,16 Wiz Fixtures Sewer Septic Tank / Hea.ter • /0 FA nal Cert. /,Vi El ectiq cal Insp. • Date F ktilfes /-- FinaF Service 0. 'K. • • Date / / • 4 - if 0 It . Literati-on- -- • - Repairs • - . • - 11 • • e- rr•W":).. - 4.(1,2-da By Re-Insp. By ,Reinsp. By By ...* . By ..._Reitsp . • .By Fee ..g 11 • 11 11 - ?I • 7 • . 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 regula- tions 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. a / Date___. Owner's Name and Address 1 1 1 C � ` ` ` / a - �'. .! %' t 2 f 244 ' -- No. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot__ Block_� Subdivision }24 f 5 Street and Number where work is to be done -�L fey �;, • �` �'�� j� ° -' State work to be done and purpose of building (by floors) -- ___and for no other purpose. New Building Remodeling____ __ Addition Repairs ____ No. of Stories — To be constructed of Kind of foundation Roof Covering____ —____ � < i Estimated Total cost of improvements $ � ` %° 6 _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 the 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 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. 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 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 Date Disapproved ____________ Date (Signed) Council Approved____ Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT PLANNING BOARD DATE Chairman Member - Member Member Member Member Date Disapproved NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. , 19 Street__ Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires_______________._ _Date 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 regula- tions 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. G =_ - Dace---- - - - - -- r ---- -- - - -- I9 Owner's Name and Address Street____ Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Bloc o _____ Subdivision �i7 er2,' ' °1' %a, Street and Number where work is to be done_ _T _ __ ° - ____ ___ _ ____ - �r_ � . _ State work to be done and purpose of building (by floors) Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date r __and for no other purpose. µ New Building __�___ Remodeling Addition_ Repairs No. of Stories____________ To be constructed of ________ Kind of foundation Roof Covering_ __________ Estimated Total cost of improvements $ y « .. Amount of Permit $ Zone cubage required—___ _Plan Cubage_ Distance to next nearest bnilding�__W___ _—__ ______ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the 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 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. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. d 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. Permit No.__ 3 3 i Date -3 a / F q `.' Read, Sworn to and Subscribed before me. Notary Public, State of Florida Bt4lding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member - Member Member — Council Approved Date Disapproved __mate NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Location and legal description of lot to be built on: Lot___ Z 4 Z /O __ Block -_ 6L Subdivision Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved _______ D (Signed) __________ %1 —`- Building Inspeyl NOTE: A charge of $1.00 will be made the Planning Board. A re- inspection fee of $1 materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date_ 9/2 Lkr-- Council Approved Date Plan Cubage__ _________ Size of Building Lot 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 be did sign the therein by him -sttatedd are t e. Permit No.__ ,) u - Z PLANNING BOARD DATE Chairman Member Member Member Member Member Disapproved 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 regula- tions 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. �. cy W N �T �R ES 81/T!✓Rl +�� Da te_— ________- - - -L 2 4 _ 19 Owner's Name and Address J ` 4 • t _J �____ th • SIYo• Street___ `7. T ,. Registered Architect and /or Engineer • c CA _ T G ti't Lam__ _cr . Name and address of licensed contractor__2Jr LI ). t • M. E. iii;L42.1.S.i16L 1 Cb_ T ' / 4221L ... _ � $S — j -- ___r5 - etrIto.wi Z � Street and Number where work is to be done 6 •� .1 = 6 • Ars1e--- 7 • L 494 State work to be done and purpose of building (by floors) 191212.4 - 1 ! /Q C __and for no other purpose. New Building_____________________ Remodeling___________ Addition � .J To be constructed of_ C •B S •• _ Kind of foundation A. Q_____ Roof Covering_ 7 Estimated Total cost of improvements $ ��_.,LOOC Amount of Permit $ Repairs No. of Stories I hereby plans and for said All notices with reference to y submit all the plad specifications foid building. noticith refer the building and its constru tion may be sent to 21.x. �. o&) c�b % Cb f -- - w�-1� -�/ h The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent pplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employ • by him in the work to be performed under this permit; and will post or cause to be posted for inspect' n on the site of the work such pu is notice or notices as are required by the Act. The undersigned agrees to employ only such aubcontric > .n o . o be ?erfor"med u der this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the ungnrd uthority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 111___ , Sworn to and Subscribed before me. Notary Publi My Commission Expires____ to me well known, same, and that all facts tate of Florida Date for making corrections or changes to this application after approval has been obtained from .00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty 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 build- ing 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. Da a ' ` Owner's Name and Address_ \\ 1\i.... 0 " - -f v Q ' C� _ 11 5� �p ' . No.__ • .elm treet Registered Architect and /or Engineer nn • �C r Name and address of licensed contractor `A-‘ d.=___ _- , . r p Location and legal description of lot to be built on: Lot \ 4 Block VA- Street and Number where work is to be done State work to e done and purpose of building (by floors New Building V Remodeling____ To be constructed of S Kind of foundation Estimated Total cost of improvements $ d 0 0 L_ r • Amount of Permit $$ Zone cubage required _Plan Cubage ' I Size of Building Lot Distance to next nearest building MIAMI SHORES VILLAGE ng inspector Subdivision tI Chairman Member 19 Addition____ Repairs Roof Covering 0 Maximum live load to be borne by each floor I hereby submit all the 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 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 rovisions 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 .rk to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Sign and for no other purpose. No. of Stos i ' Y STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared — — 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 ( 9 Date j tP '" Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Registered Architect and /or Engineer i/ Name and address of licensed contractor STATE OF FLORIDA COUNTY OF DADE. 1 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. Date OZ. 19 / `Owner's Name and Address /77/407/ SA404ES No E Street A. t 9 6 S7 R.04447 T Ass, Location a d legal descri IA" of lot to be b ilt on: Q 71 Lot_ Q l Block / Subdivision ✓ g• // 5z e / 4 / / leO Y ' Street and Number where work is to be done �I erol,,,,i / i• E. 9'6 S T �OcI 74 £ 15 7 t a/P/Vf %f State work to be done and purpos of building (by floors), state exterior colors (submit samples) 4 e 4 EC 7 134 0 Ck /7 X.) O k e -yo 7c ue / E eV 7.14 ' A34 SG-i - v, of 4- //s L /Av ti e c ICJ a /(J 3 C1 7.0 GV Es 7 C iQ and for no other purpose. New Building Remodeling Addition Repairs No of Stories To be constructed of Kind of foundation Roof Covering (�'5Eimated Total cost of improvements S \- % - 1 — _____________Amount of Permit 5 31 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 a / ployer of Labor unde Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has compli• the provisions the y:... d will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this p. and will post or ca ..e posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees j,11 oy only ,,•h .co :c s. on work to be performed under this permit, as are licensed by Miami Shores Village. - �1 ✓� Remarks (Signed) Before me. the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared 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 oregging application. and that he did sign the same. and that all facts therein by him stated are true. Date Permit No. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved 1 ate Disapproved Date NOTE: A charge of 525.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Read, Sworn to and Subscribed before me. Notary Public. State of Florida to me well known. r BUILDING ELECTRICAL PLUMBING -gal - scription Lot ;ix x Architect �, _ < +"'s 1' Contractor `i 'r Builder ( Tress of V / ., ding �1 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 1345 DAT Work to be performed under this Permit ' f t' Owner of ��/� Building ♦ ".�. 1,4 ;.. ( t S IS vision Value of Project This permit is granted to the contractor or builder named above to construct the buil ing tion herefor in strict compliance with all ordinances pertaining thereto and with the and y plans, drawings, statements or specifications that may have been submitted to and appro ed at any time if the work is not done in compliance with such ordinances or if the plan ich this permit is granted is the understanding that the contractor or builder named abo antes and regulations pertaining to the work covered hereby whether shown on the plan ssumes responsibility for work done by his agents, servants or employ ems„ Signed: n consideration of the issuance to me of this permit I agree to perform the work covered her ertaining thereto and in strict conformity with the plans, drawings, statements or specificatio In accepting this permit I assume responsibility for all work done by either myself, my age BY Contractor's License No. r By Amt. of lr Permit install or to rst ndingthat the equipment work will described llbe performed in compliance ed by the proper municipal authorities. This Permit may are changed without authorization. A further condition e assumes the responsibility for a thorough knowledge of or drawings or in the statements or specifications and 1r SPECT undgr in compliance with all ordinances and regula- s submitted to the proper authorities of Miami Shores t, servant or employee. AUTHORITY BUILDING ELECTRICAL PLUMBING Architect Contractor or Builder CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N° 3390 Work to be performed under this Permit ` iC y r d Owner of Building DATE INSPECTOR Contractor's.. License % WARNING: This Construction may be in violation of War Production Board General limitations Order 41 You are cautionfd to consult your War Production Board office before starting the or authorized in this pArmit. Legal Lot Bl. v soon / 9 0 � , Description � ' // Address of i % %/- �. r ` � C Value of Amt. of //V' ' Building �- 9 � G / , ( si , ' r Project Permit ,?:c/ ;y, ,-, This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings, or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. ; _,. Signed. , '; I* 'ti_ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. BY AUTHORITY 194 i • BUILDING ELECTRICAL PLUMBING Owner of Aj + r. Building , • Address of Buildin LL t- r rf • CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT N9 3390 Work to be performed under this Permit 7 / . • • 1 Architect Contractor or Builder Legal Lot Bl. /r Description ' Subdi- vision WARNING: This Construction may be In violation of War Production Board General Limitations Older 11 You are cautioned to consult your War Production Board office before starting the work autnorized in this permit. Value of Project This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawin g. or in the statements st specifications and that he assumes responsibility for work done by his agents, servants or employees. , Signed: r%� a ` ..`° " INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regula- tions pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. • 1' . DATE ° ... / 194-1 Contractor' i1 j � License No! ` f /K r/'d Amt. of • Permit , Ks- BY AUTHORITY BUILDING C ELECTRICAL ❑ PERMIT PLUMBING CI ROOFING Owner of Building NJ 'A ? °; , Architect Contractor or Builder Legal Description Address of Building Lot ❑ Work to be performed under this Permit MIAMI SHORES VILLAGE, FLORIDA DATE / " t 195 CONTrthrOR OR BUILDER N° 14216 Subdi- vision Value of l' „. L ” 7 4-c Project This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above a s es the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or dr in r in the statements or specifications and that he sumes responsibility for work done by his agents, servants or employees. g .d.. BY INSP TOR In consideration of the issuance to me of this permit I agree to i5orm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY Contractor's License No Amt. of Permit AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building n PERMIT IN? 11412 II to construct the with the underst and approved plans are c ssumes Subdi- vision INSPECTOR erform the work covered hereund n compliance • ents or specifications submitted to the proper • u er, myself, my agent, servant or emplo Workrtoub perform d under • This permit is granted t the contractor or builder named ab4 herefor in strict compliance th all ordinances pertaining thereto drawings, statements or specifications that may have been submitted time if the work is not done in compliance with such ordinances or if granted is the understanding that the contractor or builder named ab pertaining to the work covered hereby whether shown on the plans o done by his agentsapta..or employee . In consideration of the •issuance to me of this permit I agree to pertaining thereto and in strict con`fo`rmity with the plans, drawings, stat In accepting this permit I assume responsibility for all work done by ei CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA P rmi Value of Preje�t $ Signed• DAT Contra • or s Licens - No Amt. of Permit 195 ding or to install the equipment or device described in the appli•. on ding that the work will be performed in compliance with any p . ns, the proper municipal authorities. This Permit may be revoke. at any ged without authorization. A further condition upon which this •a it is responsibility for a thorough knowledge of • ordinances and regu ations st ements or specifications and that he -sumes responsibility for work BY .- AUTHORITY ordinances :Old regulations s of )Miami Shores Village. BUILDING ELECTRICAL PLUMBING Owner of Building Architect *Contractor or Builder Legal Description. Address of Building In cons pertainin t In a PERMIT N° 10791 Work to be performed under this Permit NTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Signed: Subdi- vision Value of Project $ Co BY f Contractor's License No Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device "escribed in th- ¢aplic . herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with .ny plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings o in the st teme t , or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY � °` n� INSPEZ'TO the issuance to me of this permit I agree perform h work c vered hereunder in compliance with all ordinances and regulations t conformity with the plans, drawings, tatements or specific ons submitted to the proper authorities of Miami Shores Village. ssume responsibili or all work donee y eith myself, rl "agent, servant or employee. AUTHORITY CONTRACT& OR BUILDER BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building w i Architect Contractor or Builder Legal Lot II Bl. Description Address of ,. Building MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N? 14090 ❑ Work to be performed under this Permit Subdi- vision Value of Project $ DATE 195 Contractor's License No � 1 Amt. of Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. ,�--*4 1 i Signed " t _ .: .. By INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this perm I assume responsibility for all work done by either, myself, my agent, servant or employee. t BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING DATE PERMIT IT? 12498 11 Work to be performed under this Permit Owner of ''� -•"'"" Building i Architect Contractor or Builder ' t- (� -�rrr► Legal Description Address of Building Lot .il --- CONTRACTOR ORNBUILDER MIAMI SHORES VILLAGE, FLORIDA BL Signed• s` Contractor's i t 195 Subdi- • vision Value of A , ; Amt. of ,. � M :1I✓ Project $ ,;' J Permit $ L. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is ,tje understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining:to the work covered hereby whether shown on the plans or drawings or in the stements specifications and that he assumes responsibility for work done by his agents, servants or employees. . �• J- 1 • %,, BY \ , l INSPECTOR In consideration of the issuance to me of this permit I agree to p rf rm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY OWNER'S NAME Miami Shores Pres. Church PRESENT ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) N.E. 96th Street and 6th Ave. LOT 10 BLOCK 61 SUBDIVISION MS GENERAL CONTRACTOR Paul C. Harrison ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. 090 DATE 12 -22 -5 PERMIT FEE $' NC BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE 10,747 CU. FT. EST. COST 3 • DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: DATE NEW CONSTRUCTION .TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION class room addn. and repairs to kitchen ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. I ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY C--/ RE- INSPECT BY FOUNDATION 11- 1'Z . TEMPORARY SERVICE $ SEPTIC TANK BEAMS & LINTELS $ SEWER RANGE CONN. $ FRAMING MOTORS $ GAS FIXTURES $ $ $ INSPECTIONS DATE FINAL 1.. I z. ',I, » RE- INSPECT BY ROUGHING TEMP. SERVICE CLEAN -UP I Pi GAS ROUGHING PERMIT NO. 1 DATE FEE S NEW BLDG. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE TEMPORARY SERVICE $ SEPTIC TANK H. W. HEATER CONN. $ SEWER RANGE CONN. $ SOLAR HEATER MOTORS $ GAS FIXTURES $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING TEMP. SERVICE GAS ROUGHING SEWER H. W. HEATER CONN SEPTIC TANK RANGE CONN. SOLAR HEATER FIXTURES FIXTURES & FINAL CONTRACTOR PHONE PERMIT NO. DATE FEE S NEW BLDG. 1 ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL APPROVAL TO POWER CO. FOR SERVICE DATE CONTRACTOR BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS BY OWNER'S NAME PRESBYTERIAN CHURCH PRESENT ADDRESS 9555 N. E. 6th Avenue LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 9555 N. E. 6th Avenue LOT 1 - 10 BLOCK 61 SUBDIVISION Miami Shores _ GENERAL CONTRACTOR Perry E. Willits, Inc. ADDRESS - 882 N. E. ?9th- Street n PHONE NO. 89 -2024 LICENSE NO. 2267 BUILDING PERMIT NO. 8 42 2 DATE 10 / 28 /49 No Charge PERMIT FEE $ 97.75 BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ 100,000.00 ��T1LV7 DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: d1J47 DATE 10/28/49 NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION ALTERATION DESCRIPTION Addition to church building X ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS c:-. RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION 10/25/49 JDH 10 JDH 11 / 2 9/49 JDH BEAMS & LINTELS 12/8/49 u i /i9 /.5 '�ll� SEWER FRAMING MOTORS $ �. •• FIXTURES S.Sc.Bldg. Lin ;. 3/27/ 9078 • _3/16/50 S No Charge INSPECTIONS DATE' FINAL ' ' RE- INSPECT BY RE- INSPECT BY ROUGHING TEMP. SERVICE CLEAN -UP GAS ROUGHING CONTRACTOR Futch & Roberts PHONE (19.20) PERMIT NO. 8389 p DATE 10/28/49 FEE S No charge REPAIRS NEW BLDG. X 1 ALTERATION ADDITION SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 10/19/49 81.00 S SEPTIC TANK Pennell 9078 3/16/50 $ No Charge $ SEWER SOLAR HEATER MOTORS $ GAS FIXTURES S Dry Well Pennell 9078 • _3/16/50 S No Charge INSPECTIONS DATE' BY RE- INSPECT BY RE- INSPECT BY ROUGHING TEMP. SERVICE 19J�0/49� GAS ROUGHING � / 9/ J0 JD '� SEWER H. W. HEATER CONN SEPTIC TANK 3 / 1 4/5 0 TM SOLAR HEATER FIXTURES 5/9/50 JDH Dry Well 5/8/50 JDH CONTRACTOR PHONE PERMIT NO. DATE FEE $ 1 NEW BLDG. I ALTERATION 1 ADDITION REPAIRS 4 " SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE 8376 10/19/49 81.00 H. W. HEATER CONN. S RANGE CONN. S MOTORS S FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE 19J�0/49� ROUGHING � / 9/ J0 JD '� H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY 2 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARNT APPLICATION FOR BUILDING PERMIT\ Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Bui T Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shorev 4 i all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified o, copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor at , 19 Street Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done - d � Q .. . State work to be done and purpose o building (by floors and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of C. Kind of foundation Roof Covering Estimated Total cost of improvements $ : Amount of Permit $ - I oo ) 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 the 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 obligations as an employer of labor under the Florida Workmeln'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 •r sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted �� inspection on the •te of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc o s wo to be performed h inder this permit, as are licensed by Miami Shores Village. Remarks - -- 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 °` Date 1AP r l — .� Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building ctor My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 0 • x n PERMIT APPLICATION FOR MIAMI SHORES VILLAGE �Mil ' % g Job Address (0 Z /V& C 7 6 ee.Y Q Tax Folio APPROVED: Zoning Mechanical Legal Description /.4 C /IV , `fia ;r' W S Historically Designated: Yes No Owner/Lessee / Tenant /" ///' 7)7) 4eYeT Ac\C"' 5/ 7-& C k=�Gtaster Permit # V 5 p''' Owner's Address Z /VE 57 "' ° ep / / /1/1-Y Phone ADS 775:1-- i / Contracting Co. /RO1011,v T I • S% r _ 7,,I G Address '73 4 NtU c7974% r )r. Qualifier SS# - Phone 3a §/7 7— 309'0 State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4 4'fi O Aveers , Vs» -(44 — PA/M Sty c yz 0 Square Ft. 60 • Estimated Cost (value) 1/. X7' er and/or Q 3 Pre ,, d � , e , n � t Date My Co ' j- ').E fires: // /..,`.';'."Y.•.In�i. :+i" Michael J. Maxwell < . ` Notary Public, State of Florida , \� ? e..- °? Commission No. CC 601040 t My Commission Exp. 0]/31!2001;' ( Bonded Through Fla Notary Service & Bonding Co. , • FEES: P Notary,as t My Comm ' ignature of Contractor or : wilder 49a- eszt.i WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AP r'll)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating coIM ctio • ;- d zoning. Furthermore, I authorize the above -named contractor to do the work stated. �. o P2ES8' ►21 c 2 ,tt crt A a o EYL'4 t t ' E 't 7 'Si,l a► ' mANAGE 2. a P mmi 01101 Signature . f owner Date ntractor or Owner - Builder Date ion Expires: )))e))3 1.))1M3611))))))))); )) r� C.C.F. NOTARY ' ' BOND 3oa Building 11/5 " 1 *" Electrical TOTAL DUE Plumbing Structural Engineer Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Master Permit # Owner's Address Phone Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. �i.G ■Ar/ - Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical Date Si My Commission Exp RADON C.C.F. NOTARY Building Electrical / effengKiirOrtgil as to Contra to'�`'• - �..,, ISSION # CC 724292 Date S`+ gfhgl EXPIRES: April 18, 2002 1-803-3-NOTARY Pa Notary Service & Bonding Co. BOND TOTAL DUE Plumbing Structural Engineer 9 } ` • 'r PERMIT kg APPLICATION FOR MIAMI SHORES VILLAGE Date 7 /Z-9 (1� Job Address 6a 2- / / s ¢ Tax Folio // - 32-6) 6. (2/ 7 • / 7‘ Legal Description Owner/Lessee / Tenant M »4 sNV 2 e5 ? r Owner's Address 6 z A) 6 Contracting Co. L o �/P r yv� c, r C/ c v4 / p m e )7, �fi - e---c_ l�C G�O 7 lvla n State #C- Architect/Engineer 1) C.' Bonding Company A//1/ Mortgagor /(/ //I Permit Type (circle one): Square Ft. WORK DESCRIPTION 7 s �� ✓G fie Municipal #797/ 7 Z /8 �q igg� Signature of owner pd/or Condo President D to M�aail �s� � �vc - ����?.d 679'3 - 372 - d `'v 7-4c7199 Notary as to Owner and Condo President My Commission Exp r{� FEES: PERMIT V' 'i Q RADON C.C.F. )0 !�`' APPROVED: Zoning Building Mechanical g•()41 Historically Designat i : Yes / vet -°.- 6e / /ew5 r� (Zvi r,� aster Permit # SS# 2 C `7 - 8 o - /'1.3(,, Phone's� /s/e: - 00 2, Competency # N /A Address2"6 SG h Address AddressZ /S Sc h Lci /Ley? Za S74 Address /v /!/{ Phon( ] 63e ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Signature of Co Not as to Contra My Commission E NOTARY Plumbing Estimated Cost (value) v Electrical No Ins. Co. /_›e € - -e$ /HS L.ai2ei S�C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a pennit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all will be done in compliance with all applicable laws regula nstru n and zoning. Furthermore, I authorize the above -named contr:ct. to do work stated. r or Owner - Builder 2 /q 9 Date f9� BOND SO.- TOTAL DUE t Engineering St/M-4. ?4z L/1/4, a- 7_ .t, " ,...,.: . • ..1..;- :':; • /..j. • ; . •:.... -•. -• 1 .-.:-. ..;. 45. , , 4-,t - ..)--.•-•..•:.,.. 4...,----..,v . .„ & Him:It if rang =MO= THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance.vith Chapter 713, Florida Statutes, the folloving information is provided in the NOTICE OF COMMENCEMENT. D•scri Ption Pro Perri / / 66 0 . Permit Number Natirr af Conuttrxtrnment C•eneral dcsziption of improvements irocipase a IIPIPPLACATIO Z/e.7.1 . 4 //- 3.2 eG • 6)/7. ; c) Folio No. This document vas prepared by, e Owner Zir s 5 L 7 J , A dd„ . s , 3 yos e 1/, '// c7: 4/ . Owner's interest irt Me of the ' npcovsms m .-4? //`-' e" 57" h. Simple Tile holder (if other than owner) Swett anY) Address. Address Expiration Date: %se IpPooNt P.M IIIIMP.000.111110ea owhy 8 U o ' . . P o w f. -12 0 "E. Name .tt 1.1.. ec,) /t////ef gN ..: Addreu 4 - - 1 • v, , z a coandor ,,, 0 R c — e.... 7.,)_-, .../.. e ,-, / -. 2,;',, , - / L - > , 0 .., ° , =..S: . P7 6 ,-- ,- ., __,- • - - -7 . chili , (..".3 i■-- A ....1 .... 1 .-- ,..,.. . a w -.,.., 7 ::--• 0 m Name of person within the State of Florida designated by Ovner upon vhom notices or other documents may be served . as provided by Section 713.13(1)(a)7., Florida Statutes. Name hie? L -e 71 42 71‘&/ L7 In addition to himself, Ovner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name Amount of bond $ t\j Sworn to end sasscnbed before this._L r.elo 194 Notary ioubl STEVEN VIOSMAN . Comm Ex”. 5/04/99 B r Pii:k1::(1 y tho . • / C.C459329 mytmLa PLANNING BOARD AGENDA OF OCTOBER 15, 1998 Name of Owner /Applicant MIAMI SHORES PRESBYTERIAN CHURCH (Charlie Name of Architect/Contractor LOTTERMAN DEVELOPMENT Adams) Address of Property, and/or Legal Description 602 N.E. 96th STREET Nature of Request APPROVAL OF PLANS FOR THE INSTALLATION OF A WIRELESS TELECOMMUNICATION FACILITY IN AND ON THE CHURCH TOWER. Present Zoning CF dd tiami cfhores F L O R 1 O A ITEM NO. 2 Phone No. 754 -9541 Phone No. 446 - 8002 X103 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear VaisulmaoniNgsamnse THE CODE DOES NOT PROVIDE FOR THIS TYPE OF INSTALLATION. Council Action Required Planning Board Action Council Action L O T T E R M A N REAL ESTATE SERVICES, INC. Mr. Sarafan: 5.i.n.ccrcIy, Peter Sharp 4275 AURORA STREET, SUITE 0 / CORAL GABLES, FLORIDA 33146 / (305) 446 -8002 FAX # (305) 446 -0840 To: Richard Sarafan, Esq. Front: Peter Sharp Date: September 24, 1998 MEMORANDUM Via Airborne Express Re: Proposed Site to be located at the Miami Shores Presbyterian Church Site Designator: M -139 Miami Shores ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Enclosed are the following items: 1. Landlord's letter regarding accommodating multiple carricrs. 2. Documentation showing change of name from "The Northwest Presbyterian Church to " Miami Shores Presbyterian Church ". 3. Letter from AT &T Wireless Services radio frequency Engineer 4. Certifications in response to Miami Shores telecommunications ordinance Chapter 22. Plcasc note that Frank Lubicn has a complete set of signed and scaled drawings. Please advise as to whether this is sufficient documentation in order for this matter to be placed on the October 1st Meeting Agenda. Upon your indication of same, the original documentation will be forwarded to the appropriate parties for signature and submission. cc: Frank Lubicn (via Airborne) (305) 754 -9541 • Poe (305) 75/1-9597 094' 22/98 r September 22, 1998 Dear Frank;, V 4 truly yours, Peter Bellows Business Manager PB/mz 10:32 MIAMI SHORES PRESBYTERIAN CHURCH -► 305 4460840 mic n Sbvres Frank Lubien Miami Shores Village Building and Zoning 10050 N.E. Second Avenue Miami Shores, Florida 33138 -2382 Re: AT &T Wireless Services antenn l Shores, Florida 33138 Please be advised that the Miami *to accommodate at least two (2) wireless providers in addition to AT &T Wirelbs accommodation Is physically possible and i Presbyterian Church. 3 es I Psbyterian Church Intends to ersdrl telecommunications services Sirs es to the extent that such 'hi t interests of the Miami Shores ria» C at 602 N.E. 96 Street, Miami NO.463 PO2 Jw. __ JcllUf► 10 :01 Al 1 itlhtl,taJ Septemberl8, 1998 Def Mocrocoll: wireless communications sits, typically 59 II. to 300 ft in height, utilizing 3 to 12 antennae m varying site and shape. Designed to cover a large area. Propagation; the physics of the way radio frequencies power is spread over the urea surrounding a communications Rita. Signal power weakens with distance from the alto, but precisely how much depends on the density of surtvunding trees and buildings. The actual pattern in which radio frequency is distributed will vary with the type of anI.nna. Patterns range from circular to pie uhapod (wedge, with vary degrees angle, hod) vortical and horizontal, i.e. 90 deg). R City of Miami Shores Village 10050 N.E. 2 AVE Miami Shores, Florida Auer: Frank Lubien Director of Building and Zoning The site we are proposing is a macrocell which gives us the capacity for the required traffic in the area and the required RF signal penetration to cover the area. The required height is approximately 75 feet. The intent of the site Is to nu a void of RF signal in the area that is created because the adjacent sites do not overlap in the area. These gaps occur when site placement is compromised by the inability to build a site exactly where the system requires it or by the lack of sites in an area. Because the current sites do not overlap, our service is severely compromised in the arca. Customer complaints are very frequent in this area. Also the macrocell will absorb some of the traffic from the adjacent sites that are currently congested. The antennas we chose for the project are slim, and unobtrusive in order to keep the site as stealth as possible. The macrocell at the proposed height will propagate approximately '/, of a mile in any d from the site. Sincerely, RF Engine AT &T Wireless Services, Inc. cc: Jim Randall, Site Acquisition Manager, ATIWS Frank llayden, Project Manager, ATJWS Peter Sharp, Lotterman Real Estate Seiviccs M139 Miami Shores IGL JUjJJJOiU r. llU.: RIOT AT &T Wireless Services 4450NE 215 ST. Miami, Fl 33179 .00 ' 10:0J • I /..!, • MIAMI SHORES PRESBYTERIAN CHURCH 4 305 4460840 HO. 462 IO2 Who concerned • George H. Ricks, Moderator, T. E. Attwood, Clerk, and First parties herei4 and the Clerk of The Northeaet1P Florida, do hereby'oertify that of the congregationofsaid Ch quorum being preeent,.the toll.w duly made and seoonded,•runanimtu WHER •:`it: has bh} r vote of this /oongreg4t ohuroh'ahall.be ohanie Church; and:- WHEREAS this : ohu aoquired additional oonetruotion of a nei WHEREAS it has boo foregoing for this o$ to its charter as here :.BT : •IT THEREFORE in meeting duly assettb oharter:of'thia ohurbh "Artiole "1. The name of Shores Presbyterian BE IT FURTHER ' y • 0 the charter of this •h "Artiole E1 • "1. The Amount $.n which the oorporatio0 $350,000.00." BE IT FURTHER Clerk be and they ar to oertify•a copy of Court of Dade County, FOLL0WINa ATTACHED •TO.INT Jerk's File No. X 62822 MOMENT TO•CHARTPR ated June 2, 1948 iled June 8, 1948 !corded in Corporation ook 61, page 194 eepeotively the Moderator rian Church, U.9.,.Miami, gularly called:meeting •on•May 30, •1948,'•.a • • olution was on motion pted: - 'been determined'by: t•the name of this ami Shores Presbyterian inoe its inoorporation to and contemplates the edifice; and essary because of the make oertain amendments provided; 1:byithis congregation t Article One of the nded to read; '• r• oration is ►Miami at Article Eleven of e amended to read! of the real estate d, shall not exceed t the Moderatcr'and the Authorised end:direoted olution to the Oirouit for approval. EXAMINED : J KURTZ & REED; ATTY • • 09/22/B8 10:13 No. 11 continued MIAMI SHORES PRESBYTERIAN CHURCH 4 305 4460840 IN TIM CIRCUIT COURT T OF FLORIDA IN AND R DAV The above anti Cot duly preaented to thei Ctro Judicial Circuit in arid to having been' found to be IN with the Statutes of ithe 8t 1 IT 13 THERN340FE that Articles One anal Ble eaat.Presbyterian Ohtxc h, the same• are hereby iimend • - A r 1 c le .;:. ! eto 41 presbrXeriaM:' Chur.eh ." • ' .'' :.'•'`-''';:' If a.. ■ 1.1 il i • • 7 • a "1. The OM ou6t in ue of the real estate which the corporation mily shall not • exceed $350,000. 8 day . • 1. • ' DONE AND 0 of June, 1948! • ••• ..0- .., .c...,•:•:. ..• , ,• , ..o..., rii ).1 , ing resolution having been Court of the Eleventh do County, Florida, and per form and in accordance e of Florida; 'MIRED, ORDERED AND ADJUDGED of the charter of The North- ., Miami, Florida, be and o read as follows: •: • •• NTH' JUDICIAL CIRCUIT • , • • „: orporation is. 'Miami Shores 1 • ven ;• • ., • • Illami, Florida, this NO. 462 004 ',EXAMINED KlIkTZEiREW. Arns. CERTIFICATION AND RESPONSE TO CHAPTER 22 OF THE VILLAGE OF MIAMI SHORES ZONING ORDINANCE Pursuant to Chapter 22 of the Miami Shores Village Code (the "Code "), AT &T Wireless Services of Florida, Inc. ( "Applicant ") does hereby certify as follows: 1. That by and through this Certification, Applicant is applying for a wireless personal telecommunications services antenna permit with the Village of Miami Shores' Building and Zoning Department. 2. That pursuant to Section 22 -42 (b) of the Code, Applicant's plan showing the existing structure, elevation drawings, proposed antennas and appurtenant facilities is hereby filed with this Certification with the Village of Miami Shores Building and Zoning Department for review. 3. That pursuant to Section 22 -42 (c) of the Code, Applicant has attached hereto an Abstract of Title regarding the land on which the proposed wireless personal telecommunications services antenna site will be constructed showing the status of title to the site. Applicant hereby certifies that all necessary owners, easement holders, tenants, and other interested parties have consented to this application. 4. That pursuant to Section 22 -42 (d) of the Code, the wireless personal telecommunications services antennas proposed for the existing structure will be made continually compliant with all present and future promulgated safety laws, rules, and regulations concerning electromagnetic frequency emissions standards, or similar safety standards for other communications media transmissions. Applicant acknowledges the Village of Miami Shores' ( "Village ") ability to require immediate removal of any wireless personal telecommunications services antenna which does not meet such safety rules and regulations. Applicant further acknowledges that the Village shall be entitled to recover its reasonable costs and attorney's fees in the event that litigation against Applicant is necessary to enforce this certification. 5. That pursuant to Section 22 -42 (e) of the Code, any wireless personal telecommunications services antennas proposed for the existing structure will not interfere with public safety communications, and further, will not unreasonably interfere with the reception or transmission of television, radio, microwave, telephone, digital, or similar communications signals or receipt of signals of nearby residential or business residents. Applicant acknowledges that the Village shall be entitled to recover its reasonable costs and attorney's fees in the event that litigation against Applicant is necessary to enforce this certification. 6. That pursuant to Section 22 -42 (f) of the Code, the existing structure to be utilized may accommodate at least two (2) wireless personal telecommunications services antenna facilities of other providers. The existing structure may accommodate a total of three (3) wireless personal telecommunications services providers. Co -use of the existing structure may be permitted. Please see the attached letter from the Miami Shores Presbyterian Church to this effect. Applicant acknowledges that the Village shall be entitled to recover its reasonable costs and attorney's fees in the event that litigation against Applicant is necessary to enforce this certification. 7. That pursuant to Section 22 -43 (a) of the Code, the antennas to be mounted on the existing structure will not exceed a height of seventy -five (75) feet. 8. That pursuant to Section 22 -43 (b) of the Code, all utilities servicing Applicant's wireless personal telecommunications services antenna facility will be placed underground. 9. That pursuant to the siting preferences set forth in Section 22 -45 (a) (1) of the Code, there is no suitable public property near the proposed site which would physically accommodate Applicant's wireless personal telecommunications services antennas without unreasonably compromising Applicant's wireless personal telecommunications services antenna signal reception or transmitting capability. 10. That pursuant to the siting preferences set forth in Section 22 -45 (a) (2) of the Code, there is no suitable S -2 (dog track) property near the proposed site which would physically accommodate Applicant's wireless personal telecommunications services antennas without unreasonably compromising Applicant's wireless personal telecommunication services antenna signal reception or transmitting capability. 11. That pursuant to Section 22 -45 (a) (3) of the Code, Applicant hereby requests that the Village of Miami Shores approve the Miami Shores Presbyterian Church steeple as the location for Applicant's wireless personal telecommunications services antenna facility. 12. That pursuant to Section 22 -45 (b) of the Code and the attached letter from Applicant describing Applicant's radio frequency propagation needs, there are no existing wireless personal telecommunications services antenna towers within one -half (1/2) mile of Applicant's proposed facility that can reasonably accommodate Applicant's wireless personal telecommunications services antenna. Accordingly, a presumption cannot be made that a denial of this application will not result in an unreasonable compromise to Applicant's wireless personal telecommunications services antenna reception or transmission capability. 13. That pursuant to Section 22 -45 © of the Code and the attached letter from Applicant describing Applicant's radio frequency propagation needs, if Applicant's wireless personal telecommunications services antenna application is not approved, then Applicant will not be able to provide any form of service to the area within the village which would have been served had Applicant's wireless personal telecommunications services antenna application been approved. 14. That pursuant to Section 22 -45 (d) of the Code, Applicant's wireless personal telecommunications services antenna will be screened from view by an existing building (the church steeple), or it will otherwise be aesthetically designed to blend into and harmonize with the area or location surrounding the wireless personal telecommunications services antenna facility. 15. Pursuant to Section 22 - 45 (e) of the Code, Applicant's wireless personal telecommunications services antenna will be safely installed, mounted, anchored and braced to withstand hurricane -force winds and it will otherwise conform with all South Florida Building Code and all applicable life safety requirements. 16. That pursuant to Section 22 -45 (f) of the Code, Applicant's wireless personal telecommunications services antenna tower will be located to minimize the likelihood of injury to property or to people in the event of failure of the existing structure or Applicant's antenna facility. 17. That pursuant to Section 22 -46 (b) of the Code, Applicant hereby files this application to install its wireless personal telecommunications services antenna at the Miami Shores Presbyterian Church with the Village of Miami Shores' Building and Zoning Department. 18. That pursuant to Section 22 -45 (g) and Section 22 -46 (f) of the Code, no signals, lights, or illumination will be affixed to Applicant's wireless personal telecommunications services antenna or the existing structure unless required by the Federal Communications Commission or Federal Aviation Administration. Similarly, no commercial advertising will be affixed to Applicant's wireless personal telecommunications services antenna or the existing structure. 19. That pursuant to Section 22 -46 (g), Applicant's wireless personal telecommunications services antenna will be designed to be as visually unobtrusive as possible. Applicant's wireless personal telecommunications services antenna will be anchored on the existing structure, and the installation will satisfy all requirements of the South Florida Building Code. 20. That pursuant to Section 22 - 46 (h) of the Code, all necessary owners, easement holders, tenants, and other interested parties involved with this site have consented to Applicant's application for a wireless personal telecommunications services antenna permit. 4 APPLICANT AT &T Wireless Services By: Jim Randall, Site Acquisition Manager August 4, 1998 Mr. Frank Lubien Director of Building and Zoning City of Miami Shores 10050 N.E. 2 Ave. Miami Shores, FL 33138 RE: Proposed AT &T Wireless Facility to be located at 602 N.E. 96 street, Miami Shores, FL (Miami Shores Presbyterian Church) Dear Mr. Lubien: L O T T E R M A N REAL ESTATE SERVICES, INC. 4275 AURORA STREET, SUITE D / CORAL GABLES, FLORIDA 33146 / (305) 446 -8002 FAX # (305) 446 -0840 AT &T Wireless Services has been working with the Miami Shores Presbyterian Church to install a wireless telecommunication facility at their property which will be very unique in the fact that there will be virtually no visible impact. As you can see from the attached drawings, this facility will be nothing like the thousands of typical telecommunication facilities located throughout the country. Because there will be virtually no issues to deal with, as the radio equipment will be completely concealed inside the existing steeple, with the antennas (panels) being incorporated into the steeple structure matching its color and texture and arranged to compliment the existing architecture, we believe this facility will have the effect of being a stealthed Site. Miami Shores will realize many benefits from this facility including: greatly improved wireless telecommunications service to private residents as well as,businesses, increases public safety through reliable portable access to 911 and this will be accomplished with no aesthetic impact to your community. With the addition of this facility, we are confident that it will adequately serve the Miami Shores wireless telecommunications needs and will not have any immediate future need for additional sites. Should you require any additional information regarding this matter please do not hesitate to call me. Lotterman Real ` state Services, Inc. Peter Sharp Site Acquisition Specialist Authorized Agent for AT &T Wireless Services, Inc. N. E. 9 6 t h S T R E E T N. E. 95 th STREET NEW 3' -0" x DOOR TO BE PANTED ANO TO RECEIVE NEW CLOSER. LOCI< SET. THRESHOLD AND WEATHERSTRIP (SEE FINISH AND HARDWARE SCHEDULE) SQUARE FEET: 186.11 S.F. CEILING HEIGHT: 9' -O" CUBIC FEET: 1,675 C.F. EXISTING ELECTRICAL PANELS EXISTING METAL LADDER do 3 x 3' ACCESS LEVEL 2 - ELEV. +10'-0" ONOUIT UNISTRUT / P- 1000T. 42" O/C O 8' A.F.F. (TYP.) (CONTRACTOR TO COORDINATE HGT. OF CABLE TRAY ON FIELD) NEW FLOORING OVER EXISTING CONCRETE FLOOR (SEE SCHEDULE) FLOOR PLAN 1/4" / 7 LEASE fo/ A/ joi AREA doj NORTH ELEVATION • ANTENNAS BY ALLEN TELECOM GROUP MODEL 08854H65—SX PAINT TO MAtCH EXIST. ELEV. +80 TOP OF SLAB FIFTH FLOOR ELEV. +75 CENTER OF ANTENNA LOCATIONS FALSE ANTENNAS (COVER ONLY) • ELEV. +60 TOP OF SLAB FOURTH FLOOR LOCATION OF NEW COMMUNICATION CABLES $ ELEV. +40'-0" TOP OF SLAB THIRD FLOOR NOTE: PROVIDE 1" x 6'-0" STL. ROD MOUNTED BY (1) 1/2" x 8" x STEEL PLATE AND (1) 1/2" x 6" x 8" STEEL ANGLE. ALL STEEL TO BE MOUNTED T EXISTING STRUCTURE BY (4) 1/2" 4) STL. EXPANSION ANCHORS W/ MIN. PENETRATION OF 6-5/8" ELEV. +20'-0" TOP OF SLAB SECOND FLOOR ($ ) ELEV. +10 TOP OF SLAB FIRST FLOOR (LEASED SPACE) L 1= SOUTH ELEVATION Al% ) EXTERIOR ELEVATIONS 1/8"1 Art. I. Art. II. Sec. 22 -41. Definitions. Chapter 22 TELECOMMUNICATIONS In General, §§ 22- 1 -22 -20 Wireless Personal Services, §§ 22 -21 -22-47 Div. 1. Generally, §§ 22- 21 -22 -40 Div. 2. Antenna Towers, §§ 22 -41 -22-47 ARTICLE I. IN GENERAL Secs. 22- 1- 22 -20. Reserved. ARTICLE II. WIRELESS PERSONAL SERVICES DIVISION 1. GENERALLY Secs. 22- 21- 22 -40. Reserved. DIVISION 2. ANTENNA TOWERS (a) Antenna. A device capable of transmitting or receiving electromagnetic signals. (b) Wireless personal telecommunications services antenna tower. A monopole or lattice structure, of free standing or guyed design, to support or contain one (1) or more wireless personal telecom- munications service antenna and their appurtenances. The re- moval of an existing Florida Power and Light pole, Southern Bell telephone pole or other utility pole, and the substitution therefor of a longer or taller pole for the purpose of installing a wireless personal telecommunications services antenna and reinstalling the preexisting utility facilities thereon is an installation of a wireless personal telecommunications services antenna tower. Supp. No. 11 1461 '§ 22 -41 MIAMI SHORES VILLAGE CODE (c) Wireless personal telecommunications service. For purposes of this article, the transmission for hire of information in analog or digital format including but not limited to voice, paging, facsimile, etc. (d) Wireless personal telecommunications services antenna. An antenna used in the provision of over the air wireless personal telecommunications services. This is the only type of antenna regulated by this article. (Ord. No. 602, § 1, 1- 20 -98) Sec. 22 -42. Application for approval. (a) The applicant must file an application for a wireless personal telecommunications services antenna tower permit with the building and zoning department. (b) Each site, and a plan showing proposed landscaping and the elevation drawings of the wireless personal telecommunica- tions services antenna tower, the wireless personal telecommu- nications services antennas proposed thereon, and any appurte- nant facilities, shall be clearly identified by the applicant and filed with the building and zoning department for review. (c) The applicant shall provide evidence of the status of title to the proposed wireless personal telecommunications services an- tenna tower site, in form required by the legal department, to assure the village that all necessary owners, easement holders, tenants, and other interested parties have consented to the application. This evidence must be approved prior to the requisite permit being issued. (d) The applicant shall certify that the wireless personal telecommunications services antennas proposed for the wireless personal telecommunications services antenna tower will be made continually compliant with all present and future promul- gated safety laws, rules, and regulations concerning electromag- netic frequency emissions standards, or similar safety standards for other communications media transmissions, and shall acknowl- edge the village's ability to require immediate removal of any wireless personal telecommunications services antenna which does not meet such safety rules and regulations. This enforceable Supp. No. 11 1462 TELECOMMUNICATIONS § 22 -42 certification shall be in form approved by the legal department and shall be binding on the applicant's successors in interest. This certification shall enable the village to recover its costs and attorney's fees if litigation is necessary to enforce this certifica- tion. (e) The applicant shall also certify that any wireless personal telecommunications services antennas proposed for the wireless personal telecommunications services antenna tower will not interfere with public safety communications, and further, will not unreasonably interfere with the reception or transmission of television, radio, microwave, telephone, digital, or similar com- munications signals or receipt of signals of nearby residential or business residents. This enforceable certification shall be in form approved by the legal department and shall be binding on the applicant's successors in interest. This certification shall enable the village to recover its costs and attorney's fees if litigation is necessary to enforce this certification. The village may, as a condition for approval of the permit, require frequency relocation agreements. (f) The applicant shall state in the wireless personal telecom- munications services antenna tower permit application that it will, as a condition of issuance of the permit, design and build to accommodate at least two (2) wireless personal telecommunica- tions services antenna facilities of other providers, on a nondis- criminatory basis, to avoid duplication of the erection of such wireless personal telecommunications services antenna towers throughout the village, or if not, the reasons based upon verifiable objective data, why it cannot do so. Therefore, each tower will accommodate a total of three (3) wireless personal telecommuni- cations services providers. Unless the village's governing body makes an express waiver, the applicant shall make an enforce- able certification that it shall permit co -use of its wireless personal telecommunications services antenna tower. This en- forceable certification shall be in form approved by the legal department and shall be binding on the applicant's successors in interest. This certification shall enable the village to recover its costs and attorney's fees if litigation is necessary to enforce this certification. Unreasonable refusal to permit co -use shall consti- tute a violation of this article and may result in the village Stipp. No. 11 1463 '§ 22 -42 MIAMI SHORES VILLAGE CODE revoking the wireless personal telecommunications services an- tenna tower approval and seeking a mandatory injunction to compel the wireless personal telecommunications services an- tenna tower's removal in addition to all other remedies available to the village for violations of its Code of Ordinances, which remedies are hereby incorporated by reference. (Ord. No. 602, § 2, 1- 20 -98) Sec. 22 -43. Construction requirements. (a) A wireless personal telecommunications services antenna tower shall not be erected to a height exceeding one hundred thirty (130) feet. (b) All utilities servicing the wireless personal telecommuni- t ,- cations services antenna tower shall be placed underground. (Ord. No. 602, § 3, 1- 20 -98) Sec. 22 -44. Review procedures. (a) An application for a wireless personal telecommunications services antenna tower permit shall be submitted to the building and zoning department. (b) If the applicant fails to meet all of the required permitting criteria, it shall be scheduled for consideration at the next available planning and zoning board meeting. (c) After consideration by the planning and zoning board, the application shall be submitted to the governing body of the village for review. The governing body of the village shall review these applications in accordance with its quasijudicial procedures. (d) When the governing body of the village considers an application for a wireless personal telecommunications services antenna tower permit, the village clerk shall post the agenda for the meeting at which the wireless personal telecommunications services antenna tower permit is to be considered for at least three (3) business days prior to the meeting. (Ord. No. 602, § 4, 1- 20 -98) Supp. No. 11 1464 TELECOMMUNICATIONS § 22 -45 Sec. 22 -45. Substantive review criteria. (a) Siting preferences: (1) The village will encourage the location of wireless per - sonal telecommunications services antenna tower sites on public property consistent with the intent of the congres- sional legislation on this subject. Accordingly, the village shall consider when evaluating whether to approve an application for a wireless personal telecommunications services antenna tower permit whether there is suitable public property near the proposed site which would phys- ically accommodate the wireless personal telecommuni- cations services antenna tower without unreasonably compromising the wireless personal telecommunications services antenna tower's signal reception or transmitting capability or unreasonably compromising the communi- cation provider system's capability, and without signifi- cantly increasing any negative wireless personal telecom- munications services antenna tower secondary effects of aesthetics or likelihood of property damage in the event of wireless personal telecommunications services antenna tower failure. For purposes of this article, public property capable of accommodating a tower site shall consist of the following: parks in excess of seven (7) acres and commu- nity facilities owned by the village. The village shall consider the character of the property surrounding the public property in deciding whether to approve the appli- cation. (2) If a wireless personal telecommunications services an- tenna tower cannot be located on candidate sites within site preference class 1 above without unreasonably com- promising the communication provider system's capabil- ity, the village will next consider sites in S -2 (dog track) property. (3) If a wireless personal telecommunications services an- tenna tower cannot be located on candidate sites within site preference class 1 or 2 above without unreasonably compromising the communication provider system's ca- pability, the village will next consider community facili- Supp. No. 11 1465 § 22 -45 MIAMI SHORES VILLAGE CODE ties owned by parties other than the village for wireless personal telecommunications services antenna tower sites. The governing body of the village may require opinions from suitable engineers or other learned professionals or experts when evaluating siting preferences and may defer considering applications for up to ninety (90) days to permit good faith negotiations to occur between an appli- cant and a property owner of a preferred site class. (b) "Unreasonably compromising the wireless personal tele- communications services antenna tower's signal reception or transmission capability" means that the provider will not be able to provide significantly needed but not required (for required, see (c) below) communications coverage to areas within the village. It will be presumed that if a proposed site is within one -half ( mile of an existing wireless personal telecommunications services antenna tower that can reasonably accommodate the applicant's wireless personal telecommunications services antenna, a denial of the application would not result in an unreasonable compro- mise to the wireless personal telecommunications services an- tenna tower's reception or transmission capability. This presump- tion is rebuttable. (c) "Unreasonably compromising the communication provider system's capability" means that without the wireless personal telecommunications services antenna tower being approved, the communication provider is in violation of the built -out or coverage requirements it must satisfy (if any) in order to retain its Federal Communications Commission license; or, that without the wire- less personal telecommunications services antenna tower being approved, the communication provider cannot provide any form of service to the area within the village which would have been served by a wireless personal telecommunications services an- tenna tower being approved -such that an effective barrier to entry or any service results; or, that the denial of the application for the wireless personal telecommunications services antenna tower permit would, pursuant to the congressional legislation or agency rule then in effect or the case or agency decisions inter- preting same, likely not be permissible (the governing body of the village may defer action on the application for a time reasonable to obtain a legal opinion). Supp. No. 11 1466 Sec. 22 -46. Installation. Supp. No. 11 1467 TELECOMMUNICATIONS § 22 -46 (d) The applicant must to the fullest extent practicable, dem- onstrate to the village that the wireless personal telecommunica- tions services antenna tower will be screened from view by landscaping, existing natural vegetation or buildings, or other- wise aesthetically designed to blend into and harmonize with the area or location surrounding the wireless personal telecommuni- cations services antenna tower site. The village shall be able to deny wireless personal telecommunications services antenna tower designs that are more visually obtrusive than other designs capable of delivering comparable service, it being critically .im- portant that the design be as visually unobtrusive as possible. (e) The applicant must further establish that the wireless personal telecommunications services antenna tower is safely installed, mounted, anchored and braced to withstand hurricane - force winds and otherwise conform with all South Florida Build- ing Code and all applicable life safety requirements. (f) The wireless personal telecommunications services an- tenna tower shall be located to minimize the likelihood of injury to property or to people in the event of tower failure. (g) . No signals, lights, or illumination shall be permitted on a wireless personal telecommunications services antenna tower unless required by the Federal Communications Commission or Federal Aviation Administration. Finally, no commercial adver- tising shall be'allowed on a wireless personal telecommunications services antenna tower. (Ord. No. 602, § 5, 1- 20 -98) (a) The installation of wireless personal telecommunications services antennas on wireless personal telecommunications ser- vices antenna towers need not be reviewed by the governing body of the village and may be approved by the building and zoning department without a wireless personal telecommunication an- tenna permit if the wireless personal telecommunications ser- vices antenna was previously planned for and approved when the wireless personal telecommunications services antenna tower was approved (i.e., if a wireless personal telecommunications services antenna tower was constructed with the thought that it ,§ 22 -46 MIAMI SHORES VILLAGE CODE would have three (3) wireless personal telecommunications ser- vices antennas of a certain kind and the wireless personal telecommunications services antenna is of that kind and within that number). In addition, a wireless personal telecommunica- tions services antenna permit is not required in the event an existing, approved antenna is damaged and replaced (or replaced as part of a maintenance schedule) with the same type of antenna or an antenna of a smaller, less visible design; however, after such replacement, the building and zoning director shall be notified as soon as possible so that he may determine whether South Florida Building Code permits or inspections are necessary. Except as provided above, the installation of wireless personal telecommunications services antennas must receive a wireless personal telecommunications permit. (b) Applications to install a wireless personal telecommunica- tions antenna on a wireless personal telecommunications services antenna tower, or on any other structure shall be submitted to the building and zoning department. (c) An application for a wireless personal telecommunications services antenna permit shall be received in form equivalent to wireless personal telecommunications services antenna towers, and shall comply with the requirements of section 22 -42 of this article. (d) If the applicant fails to meet all of the required permitting criteria, it shall be scheduled for consideration at the next available planning and zoning board meeting. (e) After consideration by the planning and zoning board, the application shall be submitted to the governing body of the village for review. The governing body of the village shall review these applications in accordance with its quasijudicial procedures. The village clerk shall comply with any and all applicable notice provisions. (f) No signals, lights, or illumination shall be permitted on a wireless personal telecommunications services antenna unless required by the Federal Communications Commission or Federal Supp. No. 11 1468 TELECOMMUNICATIONS § 22-47 Aviation Administration, and no commercial advertising shall be allowed on any wireless personal telecommunications services antenna. (g) The wireless personal telecommunications services an- tenna must be designed to be as visually unobtrusive as possible and stealth designs shall be required whenever possible. The wireless personal telecommunications services antenna must be anchored on the wireless personal telecommunications services antenna tower or to the structure, and the installation must satisfy all requirements of the South Florida Building Code. (h) The building and zoning department must be advised by the legal department that all necessary owners, easement hold- ers, tenants, and other interested parties of the site have con- sented to the application for a wireless personal telecommunica- tions services antenna permit before the permit is issued. (Ord. No 602, § 6, 1- 20 -98) Sec. 22 -47. Variances. The governing body of the village shall be able to issue variances to the requirements of this article in accordance with the standards and criteria of the Zoning Code of the Village of Miami Shores. (Ord. No. 602, § 7, 1- 20 -98) Supp. No. 11 1469 [The next page is 1561] ,TypeInsp'n '°Permit No •e IA . l ':Na Address Company - r Phone # .Inspection Date / / Approved Correction Re- Insp'n Fee ❑ so; - • MIAMI SHORES^_ ` ; 'E BUILDING,:Df MENT 3 05=795 - Building Inspection Request Type Insp'n Permit N Na °G MIA �' MI S DEPA TMENT BUILD' 305- 795 -2204 'Building Inspection Request Dates Address 6 a k. E. (� r Company Phone # Inspection Date 0 V Approved Correction ❑ Re-Insp'n Fee ❑ BUILDING PERMIT APPLICATIO Nb, - � =m Fsc 2ooi -- = °- Permit Type (circle): Owner's Address Tenant/Lessee Name Contractor's Company Name Contractor's Address City State Architect/Engineer's Name (if applicable) $ Value of Work For this Permit cs3 co Submittal Fee $ 100 Notary $ Scanning $ T —� 3 Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) 4,30 .r Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T I.��Qv a�05) 756.8972 Training/Education Fee $ Radon $ Miami Shores Village AP Owner's Name (Fee Simple Titleholder) 4/614/ / 51 / - a 2 AJe_9 yxe r City /(1/411// 577b)2-eT State PI_ b() Permit Fee $ /00 Electrical Plumbing Mechanical Roofing 2 6 N Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO X (iQ,vi 11 t7ti Permit No. (4 1 1 — 55' Master Permit No. Phoe # 30 6/79 - 1 - -991 Zip 3 3 g Phone #/ 751-1 i Phone # ****************************Fees****************************** Zip Zip Qualifier Phone # Square Footage Of Work: 'ZPh9 O ,New ❑ Repair/Replace Demolition Type of Work: El Addition ['Alteration Describe Work: �,� it /�1/L� f 172/ Q� / J7A[ 4 C4Z ✓v . / CCF $ U 60 CO /CC Technology Fee $ , g n Zoning Bond $ Structural Plan Review. $ Qtd 100 -co c- . 13 �` �` Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 1 a/.i14 I lit/ tL Owner or Agent The foregoing instrument was acknowledged before me this day of who i NOTARY Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 00 , by or who has produced tion and who did take an oath. Atlantic Bow Ca, )h6 3/, 2 05 Zip Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _ , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******************************************************************'+******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APR 2 8 2004 Plans Examiner Engineer Zoning Yi: PACAMTMIZPIIIPAIMPARIMMORI Located at: OWNER BUILDER DISCLOSURE STATEMENT Itt; 1JM- aff (4 ., being the legal Property owner, for the property E -} 7 / OeL x 7A Z Pry Legally described as rte / � -�b t- �� N/ / . Do hereby petition the Village of Miami Shores to act /my own contractor pursuant to the laws of the !.O — 3 I, • State of Florida, F.S. 489.103(7),.gnd I have read and understand the following disclosure: Lech - 10 Statement, which entitles me td Work as my own contractor , -I further understand that I as the owner must appear in person to complete all application State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) DISCLO STATEMENT Was acknowledged before me this ?-- day of BY /. /e/4- /// i .� VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT initial of reviewing clerk. The foregoing instrument whoL rsona me or who has Produced as identification and who did take an oath. Owner Notary #0'41,1 V Michael J. heal ':c eoc_ _ cn .J J�� 9 eaeded'!Na I N , Abode Haas IN Owner i bof e i mcir4c 4 ec,L 6rD , 7 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/3/2004 Applicant: Owner: JOB ADDRESS: 602 Contractor Local Phone: Parcel # 1132060141410 NE 96 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -558 ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: FEE2004 -4447 FEE2004 -4448 FEE2004 -4449 FEE2004 -4450 FEE2004 -4451 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $0.20 $2.50 $3.00 $106.30 Total Fees: $1,0 Total Receip o. 0 Permit Status: APPROVED Permit Expiration: 10/23/2004 Construction Value: $500.00 Work: REMOVE PART & EXISTING AWNING ON PARK DRIVE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -558 Printed: 5/3/2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor Local Phone: Parcel # 1132060141410 Fees: Description Amount FEE2004 -4447 Building Fee $100.00 FEE2004 -4448 CCF $0.60 FEE2004 -4449 Training and Education Fee $0.20 FEE2004 -4450 Technology Fee $2.50 FEE2004 -4451 Scanning Fee $3.00 Total Fees: $106.30 Total Fees: $10g.po Total Receipts: (0.00 6x30 Permit Status: APPROVED Permit Expiration: 10/23/2004 Construction Value: Work: REMOVE PART & EXISTING AWNING ON PARK DRIVE Signed: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE (INSPECTOR) Building Permit ST Contractor's Address: $500.00 Page 1 of 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -558 Printed: 5/3/2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor Local Phone: Parcel # 1132060141410 Signed: (INSPECTOR) Building Permit ST Contractor's Address: Permit Status: APPROVED Permit Expiration: 10/23/2004 Construction Value: $500.00 Work: REMOVE PART & EXISTING AWNING ON PARK DRIVE Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2004 -4447 Building Fee $100.00 FEE2004 -4448 CCF $0.60 FEE2004 -4449 Training and Education Fee $0.20 FEE2004 -4450 Technology Fee $2.50 FEE2004 -4451 Scanning Fee $3.00 Total Fees: $106.30 Total Fees: $a ip Total Receipts: `` 0 00 Ar3D MAY 0 4 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. • Signed: (Contractor or Builder) BY: PERMIT APPLICATION FOR l AM1:SHORES VIE•LAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • I forte _ 735- 22V4�: Fax: 305- 756 -8972 • \t... 1�-fl - O-- Job Address ( t J E 96' -Is-- Tax Folio • • ••• • ••• • .• • • • • Legal Description Historicall 'J esrgn4d: • • Ye% 4; • • No • • • • • • • • • • • • • • • • • • Q . r�, Owner /Lessee/Tenet AT .� C). %N Q 0 DJ SQSU (_ \ J Master Permit # v do1,X_} (R / a&c* Owner's Address Ince() uSTh v�, t 0,.....sz,___ p dne; ;gl'•E • r • • . 0�0�2- .5 cod - 2-2tn- R`IVt / • /Ses..\t--el.\-\€._ •• • • . . . ••• •• Contracting Co. ..3-e)-- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ( ELECTRICAL WORK DESCRIPTION: (O O!\ Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furtheirre, I authorize the above named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires FEES: PERMIT V -' RADON APPROVED: Zoning Building, Date C.C. • • • • • • • • • • Mr L Not as to Con ' actor or O er Buil . er Commission Expires PLUMBING NOTARY ° U BOND MECHANICAL ROOFING t: Pa oc>3 T anatfrcl_. p o TOTAL DUE Z.f, pate 1 Electrical Mechanical Plumbing Structural Engineer PAY TO THE ORDER OF SBA NETWORK SERVICES, INC. (561) 995 -7670 P.O. BOX 310761 BOCA RATON, FL 33431 -0761 Sixty Five Dollars And 00 Cents Village of Miami Shores 10050 NE 2nd Ave. Miami Shores FL 33138 WACHOVIA BANK, N.A. AUGUSTA, GA 30909 64- 1327 -611 000158 L720 1:06 L32791: L3 73L 35911' 158172 CHECK NO. 158172 CHECK DATE 4/30/200 VENDOR NO. -\ 1 120663 r CHECK AMOUNT 8 $65.00 3 LL The Sunshine State LICENSE NUMBER M220- 507 -73 -828-0 KIMBERLY GENENE MECKES 1407 NE 6S STREET 1407 FT LAUDERDALE, FL 838340000 BIRD.) DATE SEX HOT. REST. MORSE 08-0873 F 606 ISSUED EXPIRES OUPUCATE 08 -16-02 09-08-08 0000-00 SAFE DRIVER 1SOOee Operation al a MOON vehicle constitutes consent to any sobriety Lest required by law. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer • • • • (`T ". - TYPI.. •O utlet, ppliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television ,Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C WalUWin. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater • Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet - Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 2 IMPORTANT NOTICES • 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEtVF.D yOtJR VAVIDATBD PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTIOI$ are lifuted to: lionaay through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, I:F 4ND.SAjVIURY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEef•FR D�R?A I�) 'ls. . 4. SWALES MUST BE PROTECTED FROM BEING DAMAGES Y EQ AND MAY NOT BE USED FOR STORAGE. A bond is • required for work in or near the street/sidewalk. • • •• • • • • • • • • • • 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. lst 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Print Name S oyt rn to and subscribed before me this 1, _ � / Signature of Notary ' ■blic - State o f orida fir'► EUZABETH M. REGA ;- MY COMMISSION # CC 999115 J � � ?r EXPIRES: May 25, 2005 '•Jj OF fl Bonded Thru Notary Public Underwriters SEAL: • • • • • • ••. • 1 Personally known OR, Produced Identification 1 r 102t 6r- (; IN,2 tVC �S LACVQS nProduced: 12.a'Z.00 - 3 O 5 - - - ' -6 • • • • ..• • • • • • • • ••••••• • Signature of ontractor / Qualifier ; i.. L\ Print Name I� Sworn to and subscribed before me this 1- / day of AkubtiL.,) Signature of Notary Pub a9 SEAL: Personally known PERMIT APPLICATION OF MIAMI -DADE Stat Elda le Durrance z My Commission DD151186 6,1 Expires November 11, 2006 OR, Produced Identification Type of Identification Produced: Page 3 • • • • • • • ••• • • • • • • • • ••••••• ••• • • • • • • ••• PERMIT APPLICATION • • • ••• •• • • •• • INSTRUCTIONS: Please indicate the type of wor befit; perOt=ttgd tnd quantity(ies) in the space provided below. • RECEIVED AND REVIEWED BY: DATE: SECTION BY DAT Home Telephone Zoning Q 3. 4 (') Electrical Alteration Interior yJ!/ j Mechanical Relocation of Structure Shell Only Plumbing Foundation Only Add'l Attachment Fire Other Add'l Detachment Public Works Other _Li. ._ t ,/ Structural Building Official PROPERTY OWNER Name , ` E We. S� y t� to. -C�va- C`r\ ( ). S Address ( p 2. J. G C i ki l-V S -a- 1 \% s \ ire— f L 331�� Home Telephone Business Telephone Qe -kr 3o 5 - — 15 t - (.P Solo IN e t,‘o...�c. Fax CONTRACTOR OR // Name c4r ;+e._ )J / ork S r ✓i�c.e.5 License No. n n e� s.-2 3 t, a • 7 Address qei u e ct A4tic5 R1 orU 4L- .38a4 Telephone )) 7s.,_ ?SS Fax4/07) rs� - m6 Qualifier Name �j ckc U L /1 �l Ill ENGINEER New Construction Name A \c_& # / Q t L l e j cn� l�r nvy .. C rr '.)Ns ti License No. Alteration Exterior Address ` Li $S Iv ‘<e.‘) es �wv� I sure m`0..-A f] -. 2 t 110 t 'FL Telephone y 0-4 - (.0 t, ` - ri U5 Alteration Interior Fax 401' — U l0 1— 11 G (0 Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other _Li. ._ t ,/ Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond ••• ❑ IMPACT FEE (New Construction) Metropolitan Dade County (C.C.F.) $ ) -... U Z Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine Zoning Review Notary • • •• • • • • • • • • • • • • • • •• • • • • • • . • • • • • • •• • • ••••• • • • • • • • • • • • ❑ PROOF OWNERVHfif • (Attach) •• ••• •• • • ❑ HRS / DFAM APPRQ¥ 4- . Ji BPR APPROVAL (Restaurants) (Septic P$gwgrl. • • • • • ❑ OTHER (Specify & Attach) PERMIT FEES $ $ o,d=L 0 (Xq..ft. = x/1000 (0.005 / sq.ft.) (0.01 /sq.ft.) ••• • • •• PERMIT APPLICATION • ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ CONTRACTOR REGISTRATION (On File) 9ct4- ,T/( Air-caej p 3�aS�a3 TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Step 2. APPLICATION Job Address: Folio Number II - Description of Work i\AA_ (,?S s-� +p P I<�. .0 c p rnw� , cs>_ Siv - c t. • Subdivision NCB o.■t PB to PGA Zoning Linear Feet Lot Complete the attached permit application.flficlrm:st be signed b•tim pros rty owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate p tn a toplicitioi1. roofing work will be done, a roofing application must be submit- ted along with this permit applic do • • • • • • • • • • ••• • • Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. 1- I l7 Block (.9 Current Use of PropertyCw.ve\ li \e cANn r' w a\ Square Feet g Proposed Use of Property c -..Q �� a�� �� Value of Work ` - © 0 Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Tenant Information PERMIT TYPE (✓) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ••• • • • • • • • • • (oa g01tl- - e o r Address Apt. A-T } -r v.y c-e \ ess .ses7'� c o s •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name 5 o µ -e._ --> License No. Address Telephone Fax Master Permit No. • � Sl{b Permit No. .. • • • • • • • • PERMIT APPLICATION L 1 City State Zip Units Floors Bldg Value, fi'1 139 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON,:THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. iS? STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: (o C)'k lU q1(9 -F /N ,SAre o 2. Description of improvement: 3. Owner(s) name and address: Pa k - 1 ■ Scas ► CQS 340S faye.s\ 1 \t . 61va. IA7t''3 Interest in property: Lem yam Name and address of fee simple titleholder: N E 'Pre .. \- Cam. . re L. CQ o 2. 1. C s f --e_0. -- 4. Contractor's name and address: J Name and address: Amount of bond $ 6. Lender's name and address: l l W 1 S\ Vim++ — \ e 5 ` 1 r C2 4✓ S1 s� A1 u , • k OF vru �1,• C7 _' 5. Surety:(Payment bond required by owner from contr> dt6fl,Yf✓SRyr that this .s a tru l of the ongtnal (11 this omc on da of WITNESS my hand and Official Seal. HARVEY RUVI 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to- himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name S sue. Sworn to and subscribed before me this d'7 day of MC1P - C.V1_ Notary Public Print Notary's Name My Commission Expires 5 , o 5 TAX FOLIO NO. l) - Co -0 1 -I L-11 , 200'3 E JZABEI1I M. REGA MY COMMISSION # CC 999115 r rr — • ; ,; . 2 2005 A Bonded ThN Notary Punk Underwriters 038205327 2003 MAR 27 14:41 fi L 33Lt�(.c JZ . COUAtr• ` s .,fee Prepared by \.gs Address: 510 \ LOs CfOr\)-%-9,3c:Ici. and Removal G love Bag Bulldozer Wrecking Ball ri Strip We t Method n `Dry Method Explode Bum Down HER: TYPE OF NOTICE (CHECK ONE ONLY): • ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): 0 DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? Facility Name Miami Shores Presbyterian Church Address 602 NE 96 Street city Miami Shores Site Building Size 420 (Square Feet) Prior Use: 0 School/College/University 0 Residence Florida Department of Environmental Protection Division of Air Resources Management lorrimmiat NOTICE OF ASBESTOS RENOVATION OR DEMOLITION 0 REVISED 0 CANCELLATION 0 COURTESY ■ RENOVATION D YES i• NO O YES ■ NO 0 YES ■ NO State Florida Zip 33138 County Dade DEP Fam 62- 257.900(1) Effective 2-9-99 Pagel 012 Consultant Inspecting Site # of Floors 2 Age in Years 21 0 Small Business • Other Church Present Use: 0 SchooVCollege/University 0 Residence 0 Small Business 0 Other Church II. Facility Owner Miami Shores Presbyterian Church Phone (305 ) Address 602 NE 96 Street city Miami Shores state Florida zip 33138 111. Contractors Name John Busta Roofing, Inc. Phone (305 ) 219 -9699 Address 300 NE 91 Street - City Miami Shores State Florida zip 33138 Florida License No. CCCO58048 . Is the contractor exempt from licensure under section 469.004(7), F.S.? o YES • NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal ( mm/dd/yy) Start:01 /04/2005 Finish: 01/05/2005 Demo/Renovation (mm/dd/yy) Start: Finish: V. Procedures to be Used (Check All That Apply): 'MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: wet method VII. Asbestos Waste Transporter: Name C &C waste CO. Address 15447 n.w. 97 ave. City miami State florida VIII. Waste Disposal Site: Name C &C waste co. Address 15417 n.w. 97 ave. cit miami tate,flgrida °••ount of RACM or ACM 5 / 57?f (ee square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring 420 square feet asphalt roofing zip 33014 Zip 33014 Phone (305 ) 823 -1125 Class X. Fee Invoice Will Be Sent to Address in Block Below: (Print or Type) I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFFt Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by th% pt va j petty during normal business hours (Signature of Owner /Operator) (Date) DEP USE ONLY Postmark/Date Received ID# . • • .• 1%4.. 4.v..4 lt...S050,1N,SA. Reviewed By: Signature : 1 76 1 1, i. ILI .:L C. -PLAN REVIEW SECTION Date. .216. A ER 17 I/ ThiS is to certify tbat the required notification(s) regzrding asbestos !Pave be subm!tted in corapHance with appliczble regulaions OP' - 441114 , 1 2 N6 S7. tzmarmlitur L Z 330 03A113336 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date / —Q Time Type Insp'n / Irv- C — • F � 2-(5 � t 1 8q. Permit No. �f lam. � �vo. e C '( Name r S`--e c u t is Address Company Phone # For Inspector: Name & D Appro �d Correction Re- Insp'n Fee 21 3 ?c MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Address Company Phone # For Inspector: /2/ LI ) va T ame & Date Appro� Correction ❑ Re- Insp'n Fee ❑ o Date Type Insp to Permit No. Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request -� Name Address r iir iv - -r —vim c -- Company. Phone # v (J gc c-1' 0 Name & Date For Inspector: l/ Approved Correction (-74 Z-z� 1 1 2 0 p ) vt/t-c5 o o3-3 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I / 03 Time Type Insp' Permit No. - D \ O D 1 Name Address— Correction Re- Insp'n Fee ❑ cr Company Phone # 11 1D3 For Ins tor3 l (O Name Address Company Phone # Ins.ection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date N OS Correction Re- Insp'n Fee ‘cJ st Us/L7 1/ 17t rr: r' .,,,,. _ ...` _' r . ;'; ; 'm " *Z.+ =� Y Y(" ..t ".."'"� - r< "' ^ +� ^ti} v t t CF �C ^i}i. , r { r 45--, t •. wig t c f i N i f V I� t� � �'t �rT j n Cr � 7,t L` ' �l.r t>�t1�� qtr s 4 14 F • ! . lif r r } j tr 11 � :' h � Y Tt� . ' L L � 1" , . . SA, 4 } L' S N t _ S' 'I: J _ - rro 3 �. 5 ° ii'� l) , k fir ir`ti� : 4 � , '` . s�fr`. xL�. Ta r a!% ' ` ., ` r - 1;' 1r " 1c ti Miami Shores Village Department of Code Enforcement Building Inspection This certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: _JVIIGMI SHORF,ftPQFSBYTFRIAN CH( IQCH Contractor SA CONSU LTAVTS LLC Not Transferable POST IN A CONSPICUOUS PLACE Miami Shores Village :. 'ldin�, Department 1 00 _/ a l4 2nd venu- t • horns Flo rjA mmour. BUILDING PERMIT APPLICATION er it o. FBC 2001 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) X Cam/ Phone # Owner's Address X (eV Al- E. , S /7z7- Tenant/Lessee Name X 'v/ $ Value of Work For this Permit y ,1;10ar Type of Work: ['Addition El Alteration Describe Work: X07i1U C2) l /A0- Submittal Fee $ Permit Fee $ CCF $ Total Fee Now Due $ (Continued on opposite side) SNew Mechanical City / //i/e/ ,51 /D `eES' State 1 'e� /9I Zip 3 3/3f Phone # I//i • Q Ti/ Job Address (where the work is being done) X /9 S£T City Miami Shores Village County Miami -Dade Zip 3 '55 Is Building Historically Designated YES NO X Contractor's Company Name 0 Na r les Ca.pe pp2r Phone # - 786 4 02 '7 6 i 7 fo Contractor's Address 8C)t (?5 f i C: K e 11 1: A l ? I) c IT ': City M ? a i-A? / / State 7 L Zip ? , 3 1 3l Qualifier C(a „ &4 `,,-- State Certificate or Registration No. Certificate of Competency No. , (' G 0 S- r2 C/ Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: J Rep * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CO /CC ❑ Demolition Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Roofing Bonding Company's Name (if applicable) Bonding Company's Address City w � ',AZ 0i S t ate ; -,. N q Mortgage Lender's•Namef apicabl �° 4a Mortgage Lender 0'.16. dre -w ` : , City Sta a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of sz _jed notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0 ,�� - .. The foregoing instrument was acknowledged before me this rcff=�('t ne foregoing instrument was acknowledg 'e ore me _ day of '� 20 0 , by go 4/( ,t AA A , day of 0C-0'06 Pr , 20t'� , by k' 641 I., G• r "„ who .. ersonally know . me or who has produced who is t ersonall k i .. u me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Chc 05/13/03 Owner or Agent �.. NANCY r1VJ'7At 7 rc — " MY COMMISSION it DD 271663 h�_4�v I,, EXPIRES: Februa 15, 2008 �r -�vi:� Irc1v . My Commission Expires: �d APPLICATION APPROVED BY: Bonded Thru Notary • :IcI Signature • Zip .•'°f EXPIRES: February 15, 2008 r Bonded Thru Notary Public Underwriters ARY PUBLIC: Sign: Print: /OA -iac 64•1 Z. A. My Commission Expires: xpires: ,/ P' ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Total Fee Now Due $ Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Owner's Address . $ Value of Work For this Permit (Continued on opposite side) City //� j f/ State Tenant/Lessee Name Miami Shores Village /04F49/ ,5,YaC% /WESq?7 E,Pazi) Phone # 9 57A 6v Job Address (where the work is being done) (A 29. r. 9l S City Miami Shores Village County Miami -Dade Zip 33/3g is Building Historically Designated YES NO 1 / Contractor's Company Name g* ,, e9Z 0 E0� t% /42, ' Phone # &e.0 -.3,‘ -4030 Contractor's Address S 1 L BAY 2 //, ,Ss // Cit /se) /11/1A 1 State -i�- Zip 5,3/3/ Qualifier 1r6 E', K.E. State Certificate or Registration No. CaG ` (95 13 Certificate of Competency No. Architect/Engineer's Name (if applicable) s / / A Phone #(Ceet) / - .5�� �i�� /, /7d cv i Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing ( � 75/-- '5 Zip 33/3F Phone # Square Footage Of Work: RECEIVED SEP 1 4 1004 Type of Work: ❑Addition ❑Alteration ew v( "Repair/Replace ❑ Demolition Describe Work: (') & (/4! PLO '( ea -0C) /�D,P 7l /� cS0lJ772( 4-Ail) 1 7 0 1 ?/ AkvN �ti6 /H S (2) .Trio (& 1//&/opt/ /�G0 5 7�ea 7`l,,p (Av - ,5 1 /41(j/ Zi D P/c) Covz- ec e y / , 0E "el-o/ecD // /iv 'L /2 y97zZ /AL A/ R /S? / av,8 -- 7 4,t /Eon * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .7 S'/D �61 . Submittal Fee $ Permit Fee $ /50 CCF $ 3, `--- CO /CC Notary $ Training/Education Fee $ f r Technology Fee $ 3, 75 Scanning $ ! ' Radon $ �� Zonin Bond $ 3 '---- 0: Code Enforcement $ —' Structural Plan Review. $ kV cn lc, i q52 3 . Bonding Company's Name (if applicable) "f# Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /�//t Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner 1 Agent Contractor The foregoing instrument was ac owledged before me this (o The foregoing instrument was acknowledged before me this 4 day of � 2007, by /04,1 AIA D n , day of , 20 , by C o % t 4e r bf / A`'' who is personally known to me or who has produced "ex, jo,, t /4' who is personally known to me or who has produced / ' n o r•�/rr As identification and who did take an oath. 'c t.� ° � �d a s ident NOTARY PUBLIC: 1 '" NANCY GONZALEZ hz + OTARY PUBLIC: - .14 I ' �'` Y COMMISSION # DD 271663 __ _ i :i11 •1 4 1.1.1 Sign: L — Print: S Print: My Commission Expires:2 APPLICATION APPROVED BY: --- Chic 05/13/03 Signature_ L� ,/ N ss , ;, Y ; 1;7ii7.' y /l .,r_ MY COMMISSION # DD 271663 l 1V- e-7.ss ' IRES: February 15, 2008 ` �� !�'1, i R �� Thru N otary Publle Underwriters 'a., • My Commission xpires: �, ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 211 -4- 9 ^ ` C- 474— J 'Uc 2 TP1ans Examiner / Q� gineer /I r- _ Zoning C 7 .7.3/ar m h ;lo -`f Contractor or Builder Legal Lot efol Description t •.t t R Bi Address of Q - 6, 6 Building CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA 6" a' 14.44 Date— 1' 19 .. BUILDING p ELECTRICAL ❑ PLUMBING ❑ PERMIT 11TH' 8146 ROOFING ❑ Architect t.,: . ► rrJ `St' C L i7. as S s rs 7ir r . "i .4 t Subdi- vision PA • Contractor's License No. Work to be performed under this Permit + Owner of y�r Building 'f s? , ' < : / /t . i 4'• { t► � r I � f:— # a ii ,J 4. • $4 bC c $ 4,4 .; C: Y, BY / AUTHORITY 4 - 1 1 tic. roa 3N 4L: 6 44 e t d r uT: ! S OIs3 ` Q �.,; s C aC' Sq Ft 100 Value of net ? > Amount of �"� Project $ / Permit $ w� This permit is granted to the contractor or builder named above to construct the building or to install the e or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with anv plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or emaloyees. Signed• .. .A. i _ (INSPECTOR) BY In consideration of the issuance to me of this permit I j_ree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, dr• ngs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility fo all woone by either, myself, my agent, servant or employee. Date ?'(0 - O ( Job Address 6.0. .Ajr. 9Cv Z ( Tax Folio kfiJI/ Ahuk6 Owner /Lessee / Tenant "AM/ 5 k - S t ire IL 1 q AJ r act .r e-1 Legal Description Owner's Address , O ' j • Address 6, z >-- /t 4 � v 6- 20 Z_ F 7 �/�...� r�s2b�r,` , FL `3 3�c� Qualifier (< ` A-/ v- SS# Phone TS 4 - 77 Z - ef 0 Municipal # Competency # Architect/Engineer Address Bonding Company - Address Mortgagor '' Address Permit Type (circle �' B I 'li %�;,=c PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Contracting Co. 75 C- 1 State# C G 0 3 7 6 , 0 WORK DESCRIPTION A �it/N/� ' ZS" ,�z�� - Square Ft. Estimated Cost (value) Q w 0045- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that .11 the foregoing info construction and zo •' . Furth 1' , I Signa Notary as to Owner an, ( Presi$S Cabrera Date , • ,,• My Commission Exg ' MY COMMISSION # CC643386 EXPIRES " ' r , April 29, 2001 -1 S„ ri BONDED THRU TROY FAIN INSURANCE, INC. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 1 .3X/P //- 3 ga -0N- /V/ o Historically Designated: Yes No Master Permit # g Phone (3O5 ) 7 5 95 / is accurate and that all work will be done in compliance with all applicable laws regulating contractor to do the work stated. S ture of Contractor or Owner- Builder Notary as My Comrt ctor or Olglis Date COMMISSION # CC643388 EXPIRES Apdi 29, 2001 BONDED 'MU TROY FAIN INSURANCE, INC. Ins. Co. 7/45 it) /A G►2vuP -� - o 1 Date 3 — el PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ?-/ - cif ' Job Address 6 cU &&"-- Tax Folio Legal Description �� Historically Designated: Yes No ; Owner/Lessee / Tenant /27099m/ <� i.PFS /'.�°Fs , e% e c'i4 Master Permit # Owner's Address 6 O, PVC /YZ"9i77/ c eS Phone Contracting Co. Qualifier -ems/ 4/�,� Q yi • State # �� 0006 Z?- /' Municipal # Architect/Engineer ,�t/ /i9- Bonding Company ,t/ /e Mortgagor ^/ //'� Address , / / �"7//4 s n Z . T31 SS# - Phone rS` / -S 7-S3/ Competency # Ins. Co. aN F%% Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /E'/ ( /1J' / - ee) 7S/ Square Ft. Estimated Cost (value) ,c // 7 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date N r er- Builder Date My Commission Expires: My C,.,:. xpiresWllfam J. Smith *: . *: MY COMMISSION # CC459074 EXPIRES May 3 ,'t Rr „, • B O NDED h TNRU TROY F 1999 NN INSURANCE, INC. FEES: PERMIT lj' l"0 RADON C.C.F. • Signature of Contra or Owner _lfl'der Date NOTARY BOND APPROVED: TOTAL DUE Zoning Building Electrical / Mechanical Plumbing Structural Engineer for owners: Page 1 of 2 day of 7�i0rG0-46 , ff Notary Public, State of Florida at Large My Commission Expires: /la Wiliam J. Smith *: <" :*= MY COMMISSION # CC459074 EXPIRES - -i �` May 3, 1999 ;,.•`� BONDED THRU TROY FAIN INSURANCE, INC. BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE (305) 795-2204 FAX (305) 756-8972 AFFIDAVIT FOR 30 DAY TEMPORARY- ELECTRIC SERVICE (To be executed by Owner and/or Tenant, Bw1dinq & Electrical Contractor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary- electrical approval by the Miami Shores Village, Building & Zoning Department given in connection with the building being constructed under. `J Building Permit No. 4/941.5 �i� Electrical Permit No. ' V ° 7 at address: 0.2 .%/4 9 J7- �/ AA7i .,/�ES Pe fix 144al is being given only for construction purposes or for testing the following installations being made in said structure: Sub - paragraph 450 1.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. L /�/17i ..4€45 ie$ , eirr ehi , being first duly sworn, depose and say that 1 am the owner of the above'aescnbed property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approv of f inspections. Sworn and subscribed before me this I/ 30 DAY TEMPORARY- ELECTRIC SERVICE (continue) T, tee N 4 A 0 , being first duly sworn, depose and say that I am the Electrical Qontractor for the above described property and that the electrical installations as now existing will not create a safety hazard if temporary- service is connected. Sworn and subscribed before me this / day of /`+/idiPie , /5"f Notary Public, State of Florida at Large My commission expires: rl "ms, William J. Smith MY COMMISSION # CC459074 EXPIRES May 3 1999 .� pF �" BONDED THRU TROY F AIN INSURANCE, INC. L, eR: , being first duly sworn, depose and said I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained. Sworn and subscribed before me this / day of Male G , f Ir, Notary Public, State of Florida at Large My Commission Expires: William J. Smith MY COMMISSION # CC459074 EXPIRES May 3, 1999 FF.„ BONDED THRU TROY FAIN INSURANCE, INC. SIG ' • F E CTRICAL INSP ` TOR Page 2 of 2 / NTRACTOR SIG NATURE OF PUBLIC SI SIGNATURE OF • TARY PUBLIC Release to FLORIDA POWER & LIGHT CO. S UILDING CO TOR Date: / 2 / ? /, by: ( name) / C ` ,/ 5'"- Date: To: (name) OWNER'S NAME PRESENT ADDRESS 4•0; i /teas Poe es CA.) acj `0L. M. E. F6. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) O 2. }` • E • 74. S' LOT AU 61F BLOCK 40 1 • SUBDIVISION tti AM ezYo- . 5 H-002 i 1 f''t. �r GENERAL CONTRACTOR LToa%$ r4) a•4 co,,,'s7 ADDRESS 7o/® '/. S 4T C.?'S PHONE NO. LICENSE NO. ez V 0 7 _ . ! f 0 BUILDING PERMIT NO. 1 7 • DATE 4 r e, PERMIT FEE $ 4 ' O c � ` 4 BUILDER'S BOND t- NO. x1.63 DATE ir- 7 ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ 3 S - Z, veo DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY:I=.Ij4(CL r� a . � , ma ms ,e • �/ DATE ` - - :a NEW CONSTRUCTION TYPE C- ei' STORIES 2 - ROOF CONSTRUCTION Lc INTERIOR CONSTRUCTION 600 Ga3 .4r C.,-, ay. REPAIRS DESCRIPTION 1 Ala ® pfI _ . P s \ w ea•+N Vl t1l / A) ALTERATION J ` DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL - REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED ■ BY TO 6 BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION •EE/Lwr./S $ ROOF TEMPORARY SERVICE $ BEAMS & LINTELS $ H. W. HEATER CONN. POOL SOLAR HEATER 5 FRAMING $ GAS AIR COND. MOTORS $ FINAL $ FIXTURES CLEAN UP $ SLAB SEPTIC TANK SLAB SOLAR HEATER SPECIALS PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE BY RE- INSPECT $ SEPTIC TANK FEE TEMPORARY SERVICE $ SEWER $ H. W. HEATER CONN. $ SOLAR HEATER 5 RANGE CONN. $ GAS S MOTORS $ SEWER $ FIXTURES S INSPECTIONS DATE DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING FEE TEMPORARY SERVICE w.- _ H. W. HEATER CQN J $ H. W. HEATER CONN. TUB & TOP OUT 5 RANGE CONN. S MOTORS SEWER $ FIXTURES $ SEPTIC TANK SOLAR HEATER FIXTURES d' i-4 Wit .4 _. stl,,40 a.¢7� — GAS CONTRACTOR r c-_. EL 71z.., - /&JL,E DATE � j 4TL+3 iJ 7 PERMIT NO. 2. 1 1 DATE I -.� Y FEE $ 4- C. . NEW BLDG. 1 ALTERATION 1 ADDITION n REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE w.- _ H. W. HEATER CQN J $ H. W. HEATER CONN. 5 RANGE CONN. S MOTORS $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT' BY TEMP. SERVICE igF Svc - Tom, ' - -1 -42r" ROUGHING' w.- _ H. W. HEATER CQN J RANGE CONN FIXTIIRFS & FINAL 4)'P. er/a-L' '4 /' BUILDING INSPECTIONS CONTRACTOR PERMIT NO. NEW BLDG. PLUMBING PERMITS & INSPECTIONS I DATE 1 ALTERATION 1 ADDITION APPROVAL TO POWER CO. FOR SERVICE DATE ELECTRICAL PERMITS & INSPECTIONS PHONE FEE $ REPAIRS BY OWNER'S NAME CM' Pa , J c/&, Niaq.r. , y 7 , PRESENT ADDRESS cAt `Oa Li � L f� LICENSE NO. PHONE NO. i ' JOB LOCATION (ST. OR AVE.) to CD?... aP ... cn 5`�Pc, LOT BLOCK SUBDIVISION GENERAL CONTRACTOR 6T a 6 6fa � ez.OT_a "-A-S - ADDRESS PHONE NO. LICENSE NO. BUILDING PERMIT NO. DATE PERMIT FEE S BUILDER'S BOND NO. DATE ZONE PEQU IREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST S DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY DATE NEW CONSTRUCTION TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCR IPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY I TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY J FOUNDATION PERMIT NO. DATE FEE TEMPORARY SERVICE BEAMS & LINTELS ' Cec.cc . S 744.. rtz a $ SEWER FRAMING $ SOLAR HEATER $ GAS $ S FINAL DATE BY RE- INSPECT BY RE- INSPECT BY CLEAN -UP CONTRACTOR ✓ /3 fO� S /5� - PHONE PERMIT NO. 6/ e- I DATE 1 �(Y ' / FEE $ NEW BLDG. I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ SEPTIC TA N K d 'J Z.,Q1 8 Cec.cc . S 744.. rtz a $ SEWER $ SOLAR HEATER $ GAS $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING GAS SEWER SEPTIC TANK SOLAR HEATER FIXTURES CONTRACTOR PHONE PERMIT NO. DATE FEE S NEW BLDG. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. S RANGE CONN. $ MOTORS S FIXTURES S S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY AMI SHORES VILLAGE, FLA. JOB t INSPECTION TIME READY REMARKS: j\cu 3 ,cV INSPECTOR DATE AMI SHORES VILLAGE, FLA. N9 8311 JOB ADDRESS INSPECTION TIME READY REMARKS: �[ /� MIAMI SHORES VILLAGE, FLA. ADDRESS 4/ / 6: Se'-. �J L f� INSPECTION n ��" �_/ TIME READY 1 -- • REMARKS: s N9 7939 JOB "P� �� 2 ePt PECTOR DATE Street and Number where work is to be done State work to be done and purpose of building (by floors) 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 build, ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miar Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules anu - 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 Owner's Name and Address.-../ Alti 1 3 /1 IieesP )f TC R �No Registered Architect and /or Engineer...... - ...IRU IIO2sey Name and address of licensed contractor ‘570135 • Zo S, ( 0 u S t 1-U C r ON Location and legal description of lot to be built on: Lot Block L. / Subdivision /1.L» I »O P E S (3£! i 2, New Building Remodeling Addition Repairs To be constructed of ; S Kind of foundation g • C-.. _ Roof 11`` mw Estimated Total cost of improvements $ 3 9 4 f_-- 0 — ?\mount of Permit $ 7 19 �. 6f-S 373 amp(/' e 2 _ Street.- N a- 7O/6 NE CT E Dye 4r / tv:u -AINy ¥ a�P and for no other purpose. No. of Stories �-- ring eLA Y - 7,1-- ` Flan Cubage Size of Building Lot Zone . cubage required Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all the plans and s ecifications for said building. All notices with reference to the building and its construction may be sent to 3 i R b 6 E e. �7-T513 7a/ Q Al 'Q i L C 7t r 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 5968, 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 o uch public notice or notices as are required by the Act. The undersigned agrees to employ only such su., tra -,:.._ .n , o ed under this permit, as are licensed by Miami Shores Village. Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. LL Permit No 7 / 7 /T Read, Sworn to and Subscribed before me. Disapproved Da Notary Public, State of Florida (Signed) -- ilding nspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BIDE ,GP_, PAVING AND CURBING AT MIAMI SHCRM um= CHURCH 370,0 rand Conoours* • T.J. JAWS C0NSTRUOTION CO. Paving Curbing 5 Cross Walks - 200/00 Drain —WW1. OO . $ 2 ,,825.00 0.1i. COLLINS Paving •► Curb - - Sidewalk Miami Shores, Florida w - w - $950.00 w. w - - 425.00 $850.00 �► - 375.00 •. -,• 176.00 Drainage - - - 115.00 $ 2,526.00 A.J. PARKER Paving • - 0 - $630.0 Curb -- -w- 342.00 Crosswalk •- - 176.00 Drainage - - 4100.00 $ 2,248.00 BIDS ON !E PAVING AND CURBIND AT -MIAMI SHORES BAPTIST CHURCH T.J. JAMES CONSTRUCTION CO. Paving - - - - $950.00 Curbing - - - - 425.00 5 Cross Walks - 200/00 Drain 1250.00 O.W. COLLINS $ 2,825.00 Paving - - - - $850.00 Curb 375.00 Sidewalk - - - 176.00 Drainage - - - 1125.00 $ 2,526.00 A.J. PARKER Paving - - - - $630.00 Curb 342.00 Crosswalk - - 176.00 Drainage - - - 1100.00 $ 2,248.00 X70 G rand Concourse htia Shores, Florida MIAMI SHORE i ILL IGE BUILDING DEP TMENT 305- 795 -2204 Building Inspection Request (� Date 1 - I'Z-- 03 Time Type Insp'n -H r- -t Permit No. ? O 3 - E 4 Name CinorC Address Company Phone # For Ins.ector: (y 10-?0- 0 —Name & Date Re- Insp'n Fee 66'4- nc E 46 5T" qst - - 7_-1Q2- • \;2( orrection ❑ 0 7 Z . r . 3 ri \)- \ 0 s> � b - - PERMIT A V .PRIIIIPr LICATION FOR MIAMI SHORES VILLAG Date g i 2 3 10 3 Job Address Q- Z" tS 1(r +L • S4r e -d Tax Folio 11 - 3 20t - or- - 1"‘‘ 0 - 1 • o callyDesignated: Yes Legal Descri COMPANIES LOTTERMAN DEVELOPMENT COR. CGCii5807 Owner's Add CONSTRUCTION MANAGEMENT /OWNERS REPRESENTATION CONSULTANTS /GENERAL CONTRACTORS /ENGINEERING Contracting 1 l�9'yr CHARLIE ADAMS SITE Qualifier DEVELOPMENT MANAGEMENT State # C C! l Architect/Engineer Bonding Company K ( A Mortgagor 305 - 446 -8002 EXT. 103 FAX 305- 446 -0840 EMAIL-cadams@lotterman.com Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION - --4 /-7x /• q Si m Square Ft. Mechanical WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 040 Signature o d/or Condo President Date ( r :40/1 ,Z // , � G Le) 41 /" Notary as ta0wner and/or Condo President My Commission E • fires: • BEVERLY A. COWAN MY COMMISSION # CC 927880 • EXPIRES: April 13, 2004 soi dd Thru Notary Public Underwriters FEES: PERMIT f . RADON APPROVED: Zoning Building 2511 PONCE DE LEON BOULEVARD SUITE 200 CORAL GABLES, FL 33134 9/p/d3 Date Address Estimated Cost (value) C.C.F. y 0 NOTARY BOND Plumbing 3O.00 fl a p. Fee Master Permit # 1\4 C ary as to Contra or or Owner y Commission Expires: No f) 3 . � o►' Phone cS\o 'AS 2- - 6 S 2 1 33`ao2 _ A d d r e s s z M b c c� T V " . 202 ZoS - 5e. -Q5 Phone('a, 524 -oz 54 5 A TTA4.64E.D impetenay # Ts. Co. =NS G6R • / Address �( / L�(C-7(� �o /� C7ti 6 / Address // J 7 j t/ G7 lr 12 : JANET Z4 MY COMMISSION # CC 908718 t =, • EXPIRES:Ail 004 ;of .d: ` Bonded Thr E Notary pr Publi Un TOTAL DUE of SEP 1 12003 rt-'�; �� ,,,, F�lectrical � /D -S `�/� ©� 01 2280, i t;24 .401 009840 6LDG. PEW i a3, Q0 Engineering £3TnTE OF FLORIDA, COUNT( OF DADE r • •rseJ Y CIERT/PY Mat thkg is a Ore Copy of the o..;twar &led qr thus office Orr 1 G i4 da o! Safi 1- , AI 20 Q8 r. TNESS Roy hand and Offlsiel Seal. RAAVEY RIMIJ, CLERI(, ef cita* apiaaagety le D.C. gas NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. B1 TAX FOLIO NO. t i : - 0/ 4- 4 - (L1 j STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. Description of improvement: 4 kl f c. 7/9 4 d /b /L./ 111111111111111111111111111111111111111111111 CFN 20a 13Rs 163729 3 OR B.k 21652 F's 3951; (1Ps RECORDED 09/16/2003 13:35 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: (v V N cj (o . L S-4 , i 'An i Wh'cov-■; '3 <; > c 2- (O —• 7 _ -f 1 t lJ iJ.) ,L._1C. ( 3. Owner(s) name and address: / —/ 7 7 iv) ? i e "5 F P-77 ,-„/ .9-64 c / 2 c - • s- ,/e 50 U te r`. ;Lys —S > 5� � �.? Interest in property: G- -P s c A/c:: %c Name and address of fee simple titleholder: _� t r site, �� �, �, G ti ,� ��. 4 4. Contractor's name and address: //0/7 -r Z - C_ .2/76, /7 ue. 17` ZQ z- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /L--' / /1 Amount of bond $ 6. Lender's name and address: /l/ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless different date is specified) 17 - /c) ,' s Signature of Owner 123.01 -52 PAGE 4 8/02 Print Owner's Name(. e % / / %e -- / Sworn to and subscrib-- efore me this i ' day of le , 20 vim. Notary Public �z./ q �� ` Print Notary's Na • - /+2. ci/L z.=e ` Commission 1 DD 097524 My commission expires: 3//3 "7w0 6 ' ° ' m at Notary Assn. a Prepared by GX 4 - s ARTHUR WEBER Ad Ca >C� eSS: J/ / ��✓c.� ,/ Notary Public -State of Florida j t'v , 2/SL Cq , Lr ' ` L 3 313 • My mmis ,C v i izsAterf5,2006 1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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 duc(ng progress of the work. Owner's Name and Address \ \'Qt l S kkcALS. Registered Architect and /or Engineer "''" Name and address of licensed contactor "C L Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _ .__9,__ c State work to be done and purpose of building (by floors)... and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind Df foundatio be sent to Remarks (Si Date..._.... ( .— . — r_ [. — .._....19. 4. 35...E k 1V?I.M.... No .. ± 4�..SC 7.71t. treet � 4 D � v— Estimated Total 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 the plans and reifications for said building. All notices with reference to the building and its construction may The undersigned applicant for this building pennit 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 @* the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only suc • •n actors , . •rk to be performed under this pennit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared —•- 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 foregoin pplication, and that he did sign the same, and that all facts therein by him gated e. Permit No.._..— D to end, Sworn o and Subscribed before me. Disapproved D to (Signed) Building Ins or My Commission Expires PLANNIN OARD DATE Chairman Member Member Member ;Member ..... .. Member ...._ �.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Planning Board. A re- inspcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspetirm or faulty materials and /or workmanship. Roof Cove Public, State of Florida DATE: TO: FROM: MESSAGE: lealz 10050 N.E. T Ave Mia.rni Shores 33133-2332 305-795-2209 FAX TRANSMITTAL Number of Pages Including Cover FAX FAX: (305)756 -8.972 1{ Miami Shores Village Building Department BUILDING CRITIQUE SHEET ,; /7s A I 1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:'(305) 7952204 Fax: (305) 756.8972 Permit No..6°03 4 Job Name • cner , Name and Address Registti-ed Architect and /or Engineer Name and address of licensed contractor 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. )).0 A04 1.) ,› 4 di Location and legal description of lot to be built 7: Lot loc ( /(/ Subdivision o I I .0206 N /q y Street and Number where work is to be done ! `J el, State work to be done and p rpose of building (by floors). state exterior colors (submit samples) r te - and 5 r s L 1 X_ e �-J L • and for no other purpose. Remodeling Addition Repairs No of • Sto or ries /.- """ """ e ° Roof / Covering /i/ I Estimated 'Ibtal cost of improvements S 6 Amount of Permit 5 1 145.61 v 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 buildig. All notices with reference to the building and its construction may be sent to New Building To be constructed of �� t Kind gf oundation The undersigned applicant for this building permit does hereby certify that he understands and accepts his obli s as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and h ompli d with the provisions thereof. and will re. 're similar compliance from all contractors or sub - contractors employed by him in the work to be performed un this pee t; and .. t or ause to be + .sted /' - spection on the site of the work such public notice or notices as are required by the Act. The undersigned grees to loy only such sub .ntractors, . n. • ; • .'• •rformed under this permit, as are licensed by Miami Shores Village. Remarks (Sign 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 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 foregoi g application, and that he did sign the same. and that all facts therein by him stated are true. r(' Permit No. IV 1 / Date Read, Sworn to and Subscribed before me. Disapproved �-� 1 Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE .Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials andlor workmanship. Date 4S2 No. G e Street Notary Public. State of Florida to me well known. Owner's Name and Address . APPLICATION FOR BUILDING PERMIT Application is hereby made for the appro\al of the detailed statement ur Isle plans and specifications herewith submitted for the build • inc 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 progreu of the work. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT a ,190 �.. ....�. . /.!M... Registered Architect and /or Engineer Name and address of licensed contractor frg .i:4af I Location and legal description of lot to bc built on: Lot .!t 1J . 4 Lf Block /60 Subdivision ..dj. L Street and Number where work is to be done 109.2' ... 44 .. E.. ..... State work to be done ) and purposc of building(by ,.r f fl l000rs . ) �� . � &df ry E t Q } SS. 6 1)/ / Permit No.._.. 1 Date Disapproved ;�..a .:• Date (Signed) Buil • ing Inspector Chairman Member Member ... _.....__....._..._. —..... Council Approved and for no other purpose. Addition Repairs No. of Stories Roof Covering Ncw Building Rerttodcling To be constructed of Kind of foundation Estimated Total cost of improvements $ 451'. Zone cubage required nr •m,,nnn „w,• ^noun a xr,, . Amount of Permit $. .Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live Toad to be borne by each floor I hereby submit a all the plans and specifications for said building. All notices with reference to the building and its Instruction may be sent to.. 4yt /.2 ' � .. . 5 r .. rY 0014 . .3 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 bc 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 arc required by the Act. The undersigned agrees to employ only suc ntractors, • . woe j o be performed under this pcnnit, 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 ap- peared 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 carefullx read the foregoing application, and that he did sign the same, and that all facts therein by him state are true.. Read, Sworn to and Subscribed before me. My Notary Public, State of Florida Commission Expires PLANNING BOARD DATE Member — Date Disapproved T to me well known, Member Member Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A rc•impection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. . I I • LI to L 11111111111111111 1111 II it I i • ti STATE OF FLORIDA, 1 . COUNTY OF DADE. J ss. Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement or ore plans and specifications herewith submitted for the build ing 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 specif',• . copy of approved plans and specifications must be kept at building during progreu of the work. Owner's Name and Address mhimi i b"ePs (/ " Registered Architect and /or Eng`ticer........ 9 N 4 SS'/ >'94a ........... ..„ ... ... ,,, „. ....,..,,.,C, .. , Name and address of licensed contractor Ke�d‘R ! .. 0. ‘5:. /....l.v C :..._. ..... .. Location and legal description of lot to be built on: Lot Block Subdivision _.._..__._. Street and Number when work is to be done 0 02 41: .. 96 3 //ii Jws S�o.Qrs _ State work to be done and purpose of building (by floors) ') e0291L. EX 45 7i. 5' -7a.0E e4-A, ','R . fii. W/7P f eyg 70soer / vEn'elR er.c' CNcs4?che and for no other purpose. New Building Remodeling Addition Repairs No. of Stories • To be constructed of Kind of foundation Roof Covering _ Estimated Total cost of improvements $ 1 3oc . 0 0 Amount of Permit S. 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 the 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 pennit 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 - aws of Florida, Penn • nt Sup e lement, anti has complied with the provisions thereof, and will require similar compliance from all co. ors or sub contrac s mployed. by him in the work to be performed ender this pennit; and will post or cause to be posted for insp t. on the site of the o such public notice or notices as are required by the Act. The undersigned agrees to employ only such sus ora, o•� • to • rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 Date cq I`` p Read, Sworn to and Subscribed before me. Disapproved �� Date (Signed) PLANNING BOARD DATE Chairman Member \fcrnbcr Member Member Date..._ 6/44W 1/218.3 O. ° ..__. Street2- Notary Public, State of Florida My Commission Expires _..... to me well known, Mtember Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. 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. Owner's Name and Address Y/ e f/J yre R/A /✓ C// /Roi Registered Architect and/or Engineer Name and address of licensed contractor A `! r 0/✓(Re°7 - 4° « e /? l// C ? 2g-344 /t/lt/_ /4/ F//-) Location and legal description of lot to be built on: Lot /U Block 1 QO 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( Ii ) MIAMI SHORES VILLAGE C94,7faf BUILDING INSPECTION DEPARTMENT and for no other purpose. New Building Remodeling Addition i J /A //t Repairs mount of Permit S Estimated Total cost of improvements S Zone cubage required Plan Cubage Date A &' ! / 19 No / 2 Street /1/' E 9 s7 Subdivision WA J A l 11 AO // , �02I9I '7 / 790 T No. of Stories lb be constructed of Kind of foundation Roof Covering $ V -. 1 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 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 a: ees to • ploy only such ubcont : tors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 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 constr uction, 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. O 9 6a Date e A7 / 7 Read, Sworn to and Subscribed before me. Disapproved �(�\ _� Date Notary Public, State of Florida (Signed) `r tl/vv�wr Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved 1 ate 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 eaJ 6VAIK 2 .. o 0 c c,'vc pc- 7- c c , \ \A \ ' \ \ N \ N • OAT,C FE /VC LT XISTINC 1i6///DING % 0 .//,vcz R i-7fies c O2 / m / .> A ph &JVC 7 B 9 i5 1 /- PA ofilvE .,,v1; CONTRACTOR Name r 6 / ./�w / r, /t E PROPERTY OWNER / `' /I Name A /4m / O,e6 ftesW:e-r y cZ '' Address ,N ie ( 6.1 -1 1 . 5 ' kAr Home Telephone 3P t / 75 / -.- R6 4- l Business Telephone Of Fax ENGINEER Name / N f A ifiL, /� u /� i License No. 41726 /�► �/ � l' Address 3 5e0 &A A r J Y tamil) FL 3-31"3 Telephone N 5 , A _ 0 /, 7 f , Fax � t ✓ o5- 8 T O- / 5 • 7 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Lot GO -.37 PERMIT TYPE ( ✓) Building c Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City Folio Number //—; 2UU� ©�� --/1--(0 Block �P / Subdivision PB PG Zoning Linear Feet Current Use of Property Gliti4 c square Feet Units Floors Proposed Use of Property ue of Work `6 O9') Bldg Value Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax /Description of Work Tax Assessed/Appraised Value Master Permit No. Subsidiary Permit No. SEOLWrititillINO Zip G�j�lu 5r) 6 /7 State PERMIT APPLICATION Flood Zone Base Floor Elev. ENGINEER Name / N f A ifiL, /� u /� i License No. 41726 /�► �/ � l' Address 3 5e0 &A A r J Y tamil) FL 3-31"3 Telephone N 5 , A _ 0 /, 7 f , Fax � t ✓ o5- 8 T O- / 5 • 7 TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Lot GO -.37 PERMIT TYPE ( ✓) Building c Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City Folio Number //—; 2UU� ©�� --/1--(0 Block �P / Subdivision PB PG Zoning Linear Feet Current Use of Property Gliti4 c square Feet Units Floors Proposed Use of Property ue of Work `6 O9') Bldg Value Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax /Description of Work Tax Assessed/Appraised Value Master Permit No. Subsidiary Permit No. SEOLWrititillINO Zip G�j�lu 5r) 6 /7 State PERMIT APPLICATION Flood Zone Base Floor Elev. TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Lot GO -.37 PERMIT TYPE ( ✓) Building c Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City Folio Number //—; 2UU� ©�� --/1--(0 Block �P / Subdivision PB PG Zoning Linear Feet Current Use of Property Gliti4 c square Feet Units Floors Proposed Use of Property ue of Work `6 O9') Bldg Value Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax /Description of Work Tax Assessed/Appraised Value Master Permit No. Subsidiary Permit No. SEOLWrititillINO Zip G�j�lu 5r) 6 /7 State PERMIT APPLICATION Flood Zone Base Floor Elev. INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Lot GO -.37 PERMIT TYPE ( ✓) Building c Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City Folio Number //—; 2UU� ©�� --/1--(0 Block �P / Subdivision PB PG Zoning Linear Feet Current Use of Property Gliti4 c square Feet Units Floors Proposed Use of Property ue of Work `6 O9') Bldg Value Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax /Description of Work Tax Assessed/Appraised Value Master Permit No. Subsidiary Permit No. SEOLWrititillINO Zip G�j�lu 5r) 6 /7 State PERMIT APPLICATION Flood Zone Base Floor Elev. Page 2 PERMIT APPLICATION IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the e o Com . • ement mus be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. R 'ew the brochure at . ge at on Construction Lien Law and Choosing a Contractor. STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner Print Name tor / Qua L Sworn to and subscri Signa SEAL: & t e o • o yf _ • r4 r4X, ' f "' CC 990098 Expires Jan. 31, 3005 Bonded Tin Atha* Bondtag Co . I14 Personally known 4. 44-N,r Rev . me this 25 day of OR, Produced identification Print Name Sworn to and subscribed before me this Signature of Notary Public - State of Florida SEAL: F MIAMI -DADE day of Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Code Enforcement Fine Zoning Review Notary SO,v 0 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $8S Metropolitan Dade County (C.C.F.) $ J , 0 0 (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance A/C Central, Tons '1 Service Repair Q'I1. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton - Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8-15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller . Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator,_ Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet' : Demolition Low -volt, Intercom/Teleph. Repair Circuits " Water Heater ' ,. Dishwasher Low -volt, Television Service, Number of Amps Water Heater•New MECHANICAL TYPE Minimum Fee QTY. :i:YPE Condensate Drain QTY. TYPE Generator QTY. TYI'E Refrigeration, Tons Q1'1'. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PL UM1ING TYPE A/C Condensate (fry. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. '1'YI'1.: Soakage Pit Q"1 Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet' : Domestic Well Laundry Tray Septic Connection " Water Heater ' ,. Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater•New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: NOT// r== E//,r/A14. 4' cON /T7° t UNrED aN 'IIEk- fRANA J Yk /o- - og, & 4aLE f Lao F 1 NEcv GONG. !,e ooF oEGk c.ENTER. - Bo r 6.49 BL.E Fl ELI7 V 414.1fr _� D //zEcj/oisl p Z � Y- 15 7 -114 (0 . R 6 6F J if 01 Ff f ENT NOr/Fr ENg./NEE,2, B/24 GkET s ° PPaI -T 6EL4a (EE. 4 7Ta G HEl> DETA/ s.w. fzoOf c// /LL.E1k. Bi E N/a 1 1./v /Es/°/QEeITE12 14161 GI/0 / N4 060 WAN/ Ft V /2 )4 30 NEW cH /LLE/R UN / VISN W /ZY w� 3 I V/ /4x30 GONE . ,20OF DEG/c a v /Z // /LLE &LSE PLAN (NTS) // 3 r -0 -. CLEo/2, ,5FTwE•A( an/7"; (tf/N) E X'fT /¢ a CONC.* ' *1 4 6E4 N, (YE1L /FT - RE /NFO fC -- HEN T PRI o, 7:° wo/eK), y a a /L. /c Uf /, PE. #4472. FL G1 Y /G/ 5 T? 76'/e-AL 52? A RD, N/4 N / , fL 305 - 285 - 3/70 W /2x30 iL "J 8/-5/z! 4. eaGTs w 2. ,t 30 6 o[.T HoL& FdR 3 /4 ' BoL-Ts p I. / G E N7ER o of H 6 LE) I . PP) 1 W /2x30 I I f` PLAN v /EIJO (Ni) 7 c / 2,e 2 0,7 4 )(TYP) o D D P BRa GkET 5 QpP4 RT C EE. cTTdce, o) .END E LE V.77oN N TJ 1/ (r°.W7 ova e EN D <TrP GONG . ?/ ;) BEa Ns Project No: 020212 Dote: 7- co' - e7 2 Drawn by: g Checked by G.S.F Revisions: 9 /O -V& G' NOTE; 1, STge/Gre/i204. STEEL To sE DoHEST /G 4rI/d3(p, STE EL P /PE TO 6E 45Ty453 bRMDE ',6G//4o, 2, PR l ►l E a P P P4 / N r r &Tu,a4 L STEEL w/ 4 N7 / Rvsr GRLOE Pe /NT, •7 1WCTUIzA PadT To aE G S 43 E)L eE pT 4N/ ANG1/01 501.1" LTs f o,e GoNG{4ETE 6dsE r0 aE coNGRETE 4 NGHo,R B y/LT/ 4. o6 /6N B�Sp oN a1sG a$p CODE allo d 1N(, Go pE (47o) ELEGrRoDE) , vl &RaTiow ,ea /zs 1IsoLaT /Ohl p4P,, To gE PlaoY/DEO b r GaNTRhGToA GS PER GooL /N6 T•OwER. 14NUF 7(ilk? REGoNNENooT7o/ti(g o /yaNs/0N U 'a PPL7 TO NElu 71)/(71/i//2: W /2x (F/EL VENN' fUre NOTct/ Ter o S E 11. (/ i / _ / , o „) _ 6 „ cb PIP - (sTv, WT) B /¢ • STEEL a a5E pcarE . .BOLT NoLL FOR 3/4/1513 4 n/Gl70Rs, (T f7) / 4o f GH /L.LE, e' N /90 9yo/2E6�REgs�TE�✓�N 4 H URGI/ 001 N E 9G �T 1 '// N/, fL CI Y/L I STikocTV,e4L. ', 4 ' 3560 f o -HAN 305-16-e/70 Yamil Kuri, P.E., S.I. 3580 Rockerman Road Miami, Florida 33133 Voice: (786) 290 -7283 Fax: (305) 860 -5657 Civil/Structural FL P.E. # 44726 FL S.I. # 1085 / / / / AN/ sfl o fiES f/ ES - BrTElzIoN GNURGhi t 3 / 2 - s °PP°' -T E/- /s7/M6 LNG cot, APPROVED BY DATE Zv't!NG STRUCTURAL. / %4 ELECTRICAL _________7"/-- L UMBING MECHANICAL ROOFING BLDG. OFFICIAL it 'ivy SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES A.ND REGULATIONS. MIAlvil SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESJLTS FROM NESE PLANS. ,,COiMMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY '";,?AMI SHORT..: VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CA1PACT l`6 ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING RLGUTATIM METHER DR NOT SPECIFICALLY INDICATED HEREIN. MIAMI SHORES VILLAGE Ve• + -27 -65 K600 -967 CLASS: E SAFE DRI '1 LORIDA ' The Sunshine State YAMIL GERARDO,KURI 3923 SEGOVIA STREET CORAL° ' •1 LES, FL 33134 -0000 M 5 -07 A. 01 -29 -1393 -0 .vz01 -27 - 199 t:"`10 -00 =0000 e 43040 • f� �, Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/7/2002 Applicant: MIAMI SHORES PRESBYSTIAN Owner: JOB ADDRESS: 602 NE 96 Contractor ESCON Local Phone: Parcel # 1132060141410 Fees: FEE2002 -6238 FEE2002 -6239 FEE2002 -6240 FEE2002 -6298 FEE2002 -6299 Permit Status: Approved If there is no permit pac fee is $50.00, which must 1 This Permit is granted to the con ordinances pertaining thereto and v and approved by the proper municil authorization. A further condition ui ordinances and regulations pertaini by his agents, servants or employee Signed: In consideration of the issuance tc with the plans, drawings, statement: myself, my agent, servants or emplc Description Building Fee Structural Fee CCF Building Fee Miscellaneous Total Fees: PAY • TO THE ORDER OF Building Permit Permit Number: BP2002 -1890 CHURCH ST Contractor's Address: 2141 SW 1 ST Legal Description: MIAMI SHORES SEC 2 Amount $85.00 $50.00 $3.00 $85.00 $100.00 $323.00 MIAMI SHORES PRESBYTERIAN CHURCH OPERATING ACCOUNT 602 NE. 96TH ST. MIAMI SHORES, FL 33138 Th / d d twe„ 4- �- ��.Ylun r� ''// /Y1 / a rn ' Shores // i ilk: / ay ,� o , 5e. ,, d 14ut 14'e: Sh 0Y fr 3 a nd h° ioo c/o /lar Page 1 of 2 104 PB 10 - 37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Total Fees: $323.00 Total Receipts: $0.00 BANK OF AMERICA-; I . ' ` 02992'FL , 1:0- 63 -27 -631 DATE ')0 a, /V, 1co )- II�O LL88210 I:063 LOO 2771: 003664259935 1%v ei/ AMOUNT � 323.do AP B r_ STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement to toe plans and specifications herewith submitted for the build • ing 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 r regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved s+ plans and specifications must be kept at building during progress of the work. - 7 L' kl i.ftl.4.) � nAA rr/_.., Owner's Name and Address S L -15( / 2 e .IiL ;aCN291�cc) — No... 6Q .._... Street&Y. ?. Registered Architect and /or Engineer .,.... ,..• . 1.,11,,0„.. .. Name and address of licensed contractor 0:CR2.f,? s1' '- D Location and legal description of lot to be built on: Lot Block Subdivision 60Z NF 4 �i?� st y Jl,(re4;.4!.S. �_ Street and Number where work is to be done _.. State work to be done and purpose of building (by floors) ° N F ( / .� I In 4.......P L Q _ _ .S leo cos �,?t�,_ mF L r ,+L A uE A sa _..__ and for no other purpose. New Building Remodeling Addition — Repairs --- - -- No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $..124 Z? Amount of Permit S. 25-2rED Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by cach floor I hereby submit all the 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 obligations as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup ileent, 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 render this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontr actors, on work to bg performed under this pcnnit, as are licensed by Miami Shores Village. f n /J Remarks (Signed) gUS c N'e-r5 )4 ,4. t Nts - worm Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Building Inspector My Commission Expires 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 .1 N i . Date % e Read, Sworn to and Subscribed before me. Disapproved .... v Date Notary Public, State of Florida (Signed) PLANNING BOARD .._ DATE Chairman Mcmbcr \fcrnber Member Member Member Council Approved Da te Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained frrnn the Plannir.. Board. A rc•in'peetion fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anu /or workmanship. 7520 TEL EPH - Harold E. Wagonerf A IA & Assoc. 1 cc: Building Inspector - Miami Shores Village / 1 cc: Stobs Bros. Construction Co. . . AS Mo. vaPur mo. 57636 6 57637 7 57638 8 57639 9 57640 10 cow, IIIPECIPIEC) STRENGTH Wig GRAND OF CEMENT !emG AGGREGATE CIPAI,SE AGGREGATE A!...UM! IN INS. ' OALS. WATER 7,0 SACK . BATCH ADMIXTURE 4,000 not given not given not given not given 3.25" not given not given psi in 28 - - — — - - — — - 3025" ' days 3.25" - .. .. ...... 3.25" 3.25" - .. - v.: .... ... 4,1 ii..: • *a.!' . • , ;t i ., •, 1;itil. atm ... '... '... • • .. ' • . • SHEAR fit 1 . CONDITION OF CYLINDER DOA. 01! CYLINDER am . * IN SQ. INS. TOTAL LOAD IN LBS. MIT 1.0A0 PER SQ. IN. BIT, OF CYLINDER, LBS. AGE OF SPECIMEN TYPE OF BREAK CY4INOER RECEIVED PIELD CPRINCfr " LAIN p good 6.0" 28.27 150,000 5,306 27,2 7 days #1 9-21-72 Lab„ cured INFORMATION good. 6.0." 28.27 1610000 5,695 27.3 14 days #1 9-21-72 @ 73.4°_ FURNISHED good ,6.0" 28.27 172,000 6,0914 27./4 28 days Itt 9-21-72 3 0 F. Humidity By LAB. good 6.0" 28.27 167,000 5,907 27.3 28 days #1' 9-21-72 99% COOd J 6.0" 2 8.2 7 169,000 5,97S 26.9 28 days #i 9-21-72 CYLINDER m.A.0 3 emy-TesT ED , 7 p4w-TErmo 28 OAY-TEST I) 9-20-72 9-20-72 9-27-72 10-4-72 9-20-72 10-18-72 9-20-72 10-18-72 9-20-72 10-18-72 . ' • • WINGERTER LAIIORATORIES, Engineer's ,Laborsory and hupection Service 1820 N.E. 144th Straet P . DRAMERoPLII,,,North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS REPORT No 1-3 ..7 : ONTk-ACT0A ORDER No _3058,61j2D65) CILDENT • • • • " • Ile • • Piteiff:CT "Ciltirch Steeple at 602 N_E_ 96Sf.. Mi Shorpa OcAtool4 • •o: .. ro • tt... or • • ItENIRTED TO Stobs Bros.. Constr. Cnrnpany 7010 N.E. 4t Court Miami, Fla-, 3313A • .COPNEBISSUEDTQ • '2 Constr. Company 1-Mr. Wm. Bradford, Bldg. Insp. 1-Mr, Robert F. Cook, Dir. Bldg, & Zoning ••••• • L, REMARKS: STRENGTH REQUIREMENT Cnnip1i INFORMATION FURNISHED BY Our inseoptor WEATHER CONDITION Clear CONCRETE FURNISHED BY M-9 Turpike Plant TEST CYLINDERS MADE AT 11 111S A.M. FROM YO. TICKET NO, H 32835 TRUCK NO. 740 TIME BATCHED 1009 A_M„ NG CUBIC YARD AIR CONTENT . NG Concre te Temp NG Air Temp t • WINGE ABO ATO 4 10-18-72 gk 0-43008 10-6-72 bg 0-42468 10-5-72 11 Bldg. Permit No. 14694 Miami Shores 7 d. p..a. S, INC • 5 PLOT W.G. Hicks_, • AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE •SuBMITTe.D AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTSO4/..k, CONCLUSIONS OR EXTRACTS FROM OR. REGARD1NG OUR REPORTS IS ResEnveo PENDING OUR WRITTEN APPROVAL.vO / • SAO. M ao SAIIIN I$ NO. 57641 11 57 12 57 64 3 13.. 57 6 44 14 . 57645 15 o - m e - - - - - o o - - e m .13 - 5.0" - - - - - oowc . :� `► :� r v coma r e i . r: SMEAR .v•. j4. -� A • A '. 4 . tewcRn .:•. : � .. : � w i►. • irPIM.Fitt0 $TNENGTH Aflic /ND OF RA :0:11 AGGREGATE C � AGGREGAT $ UMr IN WI. GALS. WATER: TO SACK ' BATCH kii att iiTtr 4 ,000 not given not given not given not given 5.0" not given not given psi in 28 - a. - - .- - - . - - - 5,0` "- .. - - - - days - - - e - - - - -. - - - - - 5.0" - - - - - • o - e o , - - - - - - - CO o. - - - -- - - 5 .0" - - - CONDITION OF CYLINDER O$A.. CYLINDER ASIA IN SQ. INS. TOTAL LOAD IN LBS. IT LOAD PER. SQ. IN iii.. OF CYLINDER, LBS. AGE OF SPECIMEN TYPE' OF BREAK cy,t4tameR RECE G�JR1N v PoELD .: LA ®. s good 6.0" 28.27 110,000 3,891 26,6 7 days #1 9- 21 -72 Lab. cure INFORMATION good 6.0" 28.27 . 122,000. 49316 26.7. 14 days #1 , 9 -21 - 72 @. 73.4 °± FURNISHED good 6.0" 28.27 131,000 4, 634 27,0 23 days ' #1 9- 2 1 -72' 3°F. Humid BY LAB. good 6 2F ?7 1 35,000 4,775 2(' 5 28 days #r 9 -21 . -72 ty 99% .. good 6,0" 28,27 132,000 4,669 2 28 days #1 9- 21 -72 CYLINDER MADE Ti o4y- lr ESTEQ : 7PAY- TESTED 8 :my- TESTED .9 20,-72 9 -27 -72 _ 9 - 20 - 72 10 -4 -72 9-20-72 9 0 -72 10 -18 -72 .9- 20_72 10 -18 -72 g ®20 ®72 1(1R72 REPORTED SO .)5tpbs $rota.. COPIES MISUED!'TO • 2- 5tobs' Bros. Constr. Company 1-.1r. Wmn. Bradford, Bldg, .Insp. 1 }lxa Robert Cook, Dir..Bidg. & oning GER'IrElt ...._. L4BO RATOfIES, Ensivieer's Loborstory find Inspection Service 1820 N.E. '1441h Street P,d.DRS1WERo 'L",,North Florida' 33161 onstr. CnmpiJny 7010 N;1 4° Crnmt Mi airj o' Pl a, A3138 REMARKS: STRENGTH REQUIREMENT CompltaR 4 rl l rit►ys INFORMATION FURNISHED BY Our inspector R.Y. WEATHER CONDITION Clear CONCRETE FURNISHED BY M.P.S. Turn .ike.Plant TEST CYLINDERS MADE AT, TICKET NO H 32852 : CUBIC YARD AIR CONTENT —::. - Conoret;e . ' Temp.I' NG Air. Temp•:: 'G • W. . � io.13• P.E. AS A" MUTUAL PROTECTION. TO CLIENTS, 'THE PUBLIC AND•OURSELVES; ALL REPORTS ARE•SUBMITTED AS THE CONFIDENTIAL PROPERTY OF. CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS • CONCLUSIONS OR EXTRACTS FROM OR 1�EOA•RD tlG.DUR.RERORTS •18 , P1 S RVEb PENDING OUR WRITTEN• APPROVAL. • IN 0 -44919 10 -18 -72 gk 0 -43009 10 -6 -72 bg 0-42469 r31dy. Permit No. ' 10 94t. . Miami Shores REPORT OF TESTS OF CONCRETE CYLINDERS an. REPORT No 2-4 8 ifOC i a iOW ORDER No. 3058.61 (2065) . r ■ FROM. 5 YD. • He' TRUCK NO. 716 TIME BATCHED 12:20 P.Me Stobs Bros. Construction Company 5 CLIENT . Stobs Bros. Construction Company REPORT No 058.61 (2065) CANTRACTOR ORDER No 3 PROJECT Addition church (steeple) 602.N.E. 96 St. Miami Shores, Fla, LOCATION. Foundation circular for 16 "- hcm _south side ' REPORTED TO Stobs Bros..Construction Company 7010 N E. 4 Court Miami Fla. (:AB. NO. SAMPLE NO. SPECIFIED STRENGTH MIX BRAND OF CEMENT • :FINE AGGREGATE COARSE AGGREGATE •SLUMP IN INS. OALS. WATER TO BATCH ADMIXTURE COND.I OF CYLINDER DIA. OF CYLINDER • AREA IN SQ. INS. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. WT.,.OF CYLINDER, LBS. AGE OF SPECIMEN TYPE OF BREAK C,VLINDER RECEIVED FIELD • curio 4-Ae. 4,000 not given not given not given not given 3 .0" not given not given good 6.0" 28.27 . 100,000 3537 27.4 7 days #2 9/ Lab. cur /20/72 9/27/72 57 2 57631 1 psi •in 3.0 28 days INFORMATION FURNISHED BY good 6.0" 28.27 129,000 4563 27.3 14 days #2 9/21/72 d @ 73.4 °+ LAO. 3 Fo Hum,dity 99% 9/20/72 1 CYLtMDEF MAT. -4 7 D4 - TESTED DAY. TESTED 214 DAY - TESTED Complies in 14 days coesES !SSUED TO REMARKS: STRENGTH REQUIREMENT 2- Stobs Bros. Constr. Company INFORMATION FURNISHED BY Our inspector T.G. from 1- Mr.William Bradford Bldg. Insp. WEATHER CONDITION 1- Mr. Robert F. Cook Dir. Bldg. & ._ eTEFURNISHED BY Zoning SACK WJNGERTER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.0 .DRAWERo;"LH,,North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Clear INC. 0 -43295 10 -9 -72 rip Bldg. Permit No 14694 Miami Shores P1.Y.�. Industries Turnpike Ylant TEST CYL"^FRS MADE AT 9:00 A.M. 2 � ? FROM YD. TICKET NO.4Y3 TRUCK NO 10 C UBIC YARD TIME BATCHED 7:45 A.M. AIR CON N.C. Concrete s Air Terri') 722 WINGS R ABO'ATO 1 5, INC CORE CONE SHEAR SHEAR SPLIT • • icks, .E. AS A MUTUAL PROTECTION TO CLIENTS,'THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND A• FOR PUBLICATION OF STATEMENTS uS CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR,REPORTS IS : RESERVED RVED PENDING OUR WRITTEN APPROVAL. f o rman 4k). c. 3itia4 G®. • 57631 1 . 57632 2 .: 57633 3 57634 4 . 57635 5 ; IeCORIQCt4 1 T • 4 , 000 psi x . 28 days tax not given - -. - - d - °_ -_°o -o••.- BRAM@ OR DEMENT not given - - - - o - _ _ - o e _ - ° .o 0 0 0 i' 04 QOGREGAYE . not given - - - - .. e - _ - _ _ - - - - �.. Qp aRog AGINWGATc ' •not given - - - - o - - - - - - - - - - - - - g m ous. . • SACK 3.0" .3.0" 3.0" . 3.0" 3.0" �. "* I s "l4 TO CATCH h1C�7�9GXq?tltld not given not given w o ° _ -° ° ;',.: 4. INFORMATION FURNISHED BY LAB. 0 014613110.14. OF CYLINDER good . . good good good good WA. ori CYLINDER • • 6 6.0" . 6.0" 6.0" 6, 0" ' CON[ A IN 39. INS.. .28.27 .' 28.27 28'.27 28,27 28.27 __ 4WAL LOAD IN LBS. 100,000 129,000 134,000 137,000 133,000 �.: lei .1Y LOAD PER SQ. IN. trsr4.O! CYLINDER, 3537, 27.4 • 4563 27.3 4,740 27,5 4,846 27,4 4,70 270 s 0 . . A64 OF SczECIP9EN 7 •days 14 days 2$ days' 28 days 28 days • a • e► ?yin' OF BREAK # # #1 #1 #1 io: 5'? E4DER RECEIVED 9/21/72. 9/21/72 9/21)72 9/21/72 9/21/72 ...Ai. •F OELD . t JRW/9 Lal . Lab. cun.d Q 73 3 Fo Hum dity 99% «g* YL1NDER MADE • , P .T.TEsTfio ' . Q/2(/72 9/20/7 9/27/7.2 9/ 9/20/72 9/20/72 1a AV.TeSTID 1 IP . A. ES ®®AV- VESTED 1 10/1 10/18/72 • 4. Wov acatro®0 JNGERTER LABO=RATORIES,' INC. Er r' Lmiboretory and Inspection Service 1820 N.E. 144th Street P ° d.Dt 1`dEBoxrliN,North $iiami, Florida 33161 REPORT. OF TESTS OF CONCRETE CYLINDERS Stobs Bros, 'C.nstruct' .n C.m_+: REPORT No. 5 6 ORDER No. 3058.61 (2065) Addition church steeple .602,N:E. 96 St,.,Miami Shores, Fla. Foundation circular fcr' 16r -touter- south side • Stobs Bros Construct 63•F poirrE® 'f® Stobs Bros.. Construction Company_ 7010 N.E. 4 Court .Miami Fla, COPIES fESUEC TQ 2- Stobs Bros. Constr. Company 1- Mr:,Williat Bradford Bldg. Insp. i- Mr, Robert F. Cook Dir. Bldg. & Zoning REMARKS: STRENGTH REQUIREMENT' INFORMATION FURNISHED BY • WEATHER, CONDITION C `.,S•�i ETE FURNISHED BY Compliea.in 14 days Our inspector T.G. from forman Clear 9:00 A;M. TEST CYLI+ ERS MADE AT FROM 2 TICKET NO. 32619 1 0 CUBIC Y ARO AIR CON,TENT N • C. 0 -44920 10 -18 -72 gk 0- 43'2'95..10 -9 -72 rip Bldg. Permit No: '14624 • Miami Shores, N.t'.b. industries turnpike riant TRUCK NO. 722 TIME BATCHED 7143 A.M. Conpr ® t WINGE R ABO ATO' S, INC Air TOO &- W.Cy irks, .E. AS A MUTUAL PROTECTION TO CLIENTS,' PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED (l v� AS 'rim CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, COitCLUSIOWS OR EXSTRACTS. FROM OR *EGAI DNIC4 > IS RESERVED PENDING OUR WRITTEN APPROVAL. 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 May 15, 1973 Miami Shores Presbyterian Church - Bell Tower 72-42 Inspection Report No. 11. April 18, 1973 - Inspector - Albert Castellon Inspected reinforcement for walls from elevation +80' -O" to elevation +90' -0 ". All reinforcement was in place and correctly sized and tied. Permission was given to pour.' April 26, 1973 - Inspector - Albert Castellon Inspected reinforcement for walls from elevation +90' -0" to elevation +100' -0" . All reinforcement was in place and correctly sized and tied. Permission- was to pour Albert Castellon EncI: cc: r - Harold E. Wagoner, FAIA Z Assoc. Building Inspector - Miami Shores Village Stobs Bros. Construction Co. AC:rap JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI, FLA. 99143 JAMES OWEN POWER PE LAB. NO. 2 26059 2 26060 2 26061 2 26062 2 26063 � COM/ 1 �y SPECIFIED STRENGTH 4 4 , O 0 0 p psi in 2 28 days 3.25" 3 3. cows • a a CONDITION OF CYLINDER g good g INFORMATION F FURNISHED B BY LAB. A good ••■ SHEA* • • CLIENT CONTRACTOR PROJECT LOCATION COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2- H.E.Wagnor 1 -Mr . Wm. Bradf ord, Bldg. Tnsp. 1 -James 0.Power,Eng. 1- Mr.Robert F. Gook,Dir.Bldg. & Zoning WINGERTER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O.. Box 155, North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLIND.ERS Stobs Bros. Constr. Company Stobs Bros. Constr. Company Church Steeple @ NE 6 Ave. & 00 sec ion o e wa urc s eep e REPORTED TO Stobs Bros.Constr.Co.7010 NE 4 Court, Miami, Fla. 33 Concrete Temp. Air Telap. ,,��,, AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED 6 AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,'" CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. g. -, �. _'' .. REPORT No _22-36 ORDER Ne 3058.61(2065) 6 St. Miami Shores Fla. complies in 4 days REMARKS: STRENGTH REQUIREMENT our -inspector JZ from Roger cloudy MPS Turnpike Plant INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINDrRS MADE AT TICKET NO. H- 40421 10 CUBIC YARD AIR CONTENT ng 9 :23 am INC. 0 -26140 5 -25 -73 bg 0 -22256 5 - - zh Bldg. Permit No. 14694 Miami Shores TRUCK NO. 722 TIME BATCHED 7:50 am FROM 2 YD. WINGa T OR LAAT IES, INC. / • rte-• 2 s LAS. NO. SAMPLE NO. 30097 8 4 • 30098 8 5 . SPECIFIED STRENGTH MIX ' BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE' 4,000 not give not givel not giver not giver psi in a - - - - - - - - - - - - - - - - - - - 28 days SLUMP IN INS. 4 5 n 4.5 !r . SACK • GALS. WATER TO BATCH - • not give.l - ADMIXTURE not give.l - - - - A CONDITION OF CYLINDER INFORMATION good good FURNISHED BY LAB. DIA. OF CYLINDER 6.0" 6.0" AREA IN SQ._INS. 25.27 28.27 TOTAL LOAD IN LBS. 71,000 96,000 UNIT LOAD PER SQ. IN. 2,511 3,396 WT. OF CYLINDER, LBS. 26.2 26.1 AGE OF SPECIMEN 3 days 7 days TYPE OF BREAK #2 #2 CYLINDER RECEIVED 5-17 -73 5 -17 -73 FIELD CURING LAB. Lab. cu ed @ 73. o ± 3 ° F. Humidity 99% CYLINDER MADE 5 -15 -73 5 -15 -73 . 3 DAY - TESTED 5 -18 -73 7 DAY-TESTED 5 -22 -73 . 28 DAY - TESTED REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT Stobs Bros. Constr... Company REPORT No 'S CONTRACTOR Stops Bros. Construction Cn, r, r ,r ORDER No. 3 Steeple f c, Ghy- cif 1j.E. ah S & 6 *� I1; �mi Shnr�s Sher `v,1/211 of Nm'tr ,i of P PROJECT LOCATION REPORTED TO Stobs Eros.Constr.Co.7010 NE 4 Court, Miami, Fla. 33.138 COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2 -H. E.Wagnor 1-Mr. Wm. Brad f ord, Bldg . Insp . 1 -James 0.Power,Eng. 1- Mr.Robert F.Cook,Dir.Bldg. Zoning WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O, Box 155, North Miami, Florida 33161 REMARKS: STRENGTH REQUIREMENT INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST C:'LINDt RS MADE AT H40.905 TICKET NO. 10 AIR CONTENT Concrete • Air T e m p . CUBIC YARD not given 0 -25480 5 -22 -73 11 Bldg. Permit No WING `T'R LA RAT.41ES, INCy CONE CONE SHEAR SPLIT Our inspector D,K_. Cloudy M.P. S. Turnpike Plant 8 :40 A.M. FROM 2 YD. TRUCK NO 738 7 TIME BATCHED I ' 35 L.N. i Hick AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL R E P ORTS ARE SUBMITTED tAl AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OP. EXTRACTS FROM OR REGARDING OUR REPORTS 1S P.ESER'ED PENDING OUR WRITTEN APPRCVAL, . , k.AB. NO SAMPLE NO. 67297 25 67298 26 . 67299 27 .. .- 5.5" 67300 28 5.5" 67301 29 ' . 5.5" ... COWS v i t cows I). •4. l k . lk . ..5;\ CONDITION SOMA* V. 443. •-•. fa. swami . SPECIFIED STRENGTH . PifIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUM(' IN INS. SACK GALS. WATER TO BATCH ADMIXTURE 000 psi not given----- not given not given not given 5.5" not given not given in 28 days 5.5" OF CYLINDER D(A. OF CYLINDER AREA IN SQ. INS. — - TOTAL LOAD IN LBS. UNITL.OAD PER SQ. IN. VT.. OF Les. AGE OF SPECIMEN TYPE OF BREAK CY4MMERRECEIVED FIELD CURING - good '6.0" 28.27 100,000 3,537 26.4 4 days #2 11/9/72 lab.cured INFORMATION good 6.0" . 28.27 119,500 4,227 26.5 8 days #1 '11/9/72 at 73.1. FURNISHED good =6.0" 28.27 129,000 4,563 26. 28 days #1 11/9/72 0 + 0 -3 F.Humidity BY LA8. good 6.0" 28.27 130,000 4,598 26.1 28 days #1 11/9/72 good 6.0" 28 . 27 131,000 4,634 26.6 28 days #1 11/9/72 99% . . ........___- CY,LINDER MADE 4DAy-TESTED $ pay-TESTED • 28 DAY-TESTED , 11/10/7 11/6/72 11/6/72 11/6/72 11/14/72 12/4/72 12/4/72 11/6/72 ' 12/4/72 . ' WINGEItTIER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P. � .DRAWEEio:PL" North Miami, Florida 33161 INC. _ 0-52182 12/5/72fc • • 0-49507 11 05/72fc 14694 ' 614 Pormit No Miami Shores REPORTOFTESTSOFCONCRETECYLINDERS 96 St. , Miami ores, Fla. Stobs Bros. Co. CLIENT . onsr. o. CONTRACT;-----8 tobs Bros C t C oRREDPEORRTNNA15.8.-611.36065) - aloe' PROJECT to Church'NE6th A ve. A ye 2nd floor slab N. half LOCATION REPORTED TO Stobs. Bros. Const. o., 7010 NE 4 ct., Miami, Fla. 33138 COPES ISSUED TO 2-Sta1s Bros. Const. Co. 1-Wm.Bradford,Bldg.Insp. 1-R.F.Cook,Dir.Bldg.&Zoning • .8114.1t aoMplies in 8 days - REMARKS: STRENGTH REQUIREMENT INFORMATION FURNISHED BY our insp. RY • WEATHER CONDITION CONCRETE FURNISHED BY clear MPS IndS,Inc, Turnpike '_plant TEST CYLINDERS MADE AT _PA OM 3 YO.. TICKET NO, H 4 14 TRUCK NO. 722 10 TIME BATCHED 4:42PM AIR C...4..TENT NG Concreta:Tempt Air Te4:' CUBIC YARD WINGE R ABO AT W. 'HICKS P.E. INC,e AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARESUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTSalr CONCLUSIONS OR EXTRACTS PROM OR REGARDIHG OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LAS. NO. SAMP'LE 71846 30. . 7 ` ` '31 .: 71848 7 33 71950 34 CoN[ \ / • COWL a. A ..` • aNG SPECIFIED STRENGTH Mix BRAND OF CEMENT • SINE AGGREGATE O■RSB•AGGREGATE SLUMP IN INS.:. SAC GALS; WATER TO BATCH . ADMIXTURE • • 40.00 psi. not .given---.7.-' not given-- not given----%. • not . given'---- 4.5" not gi not given In 2f:3.. day - -� - -- �..�w,�, 45 " - -- - - _ . 4.5" 4.5" • CONDITION OF CYLINDER PIA. OF. CYLINDER • AF £A IN SQ. INS.. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN WT. OF CYLINDER, LBS. A6E OF SPECIMEN TYPE' OF BREAK :..1 RECEIVED . FIELD • ' CURING L AB . good 6,0" 28.27 55,000 1, 945 25.9 • 3 day's #3 `, 12/6/72 lab.cured.at INFORMATION good 6.0" 28.27 62,000 2,193 26.0 7 days #3 12/6/72 U 73.4 FURNISHED good, 6,0" '28.27 77,000 . 2,724 724 25 •.7 #2 days # 12/6/72 0 4,0 -3 F,Humidity BY LAB. good 6.o" 28.27 80,000 2, 83 25.8 28 days • # 12/6/72 good 6.0" 28.27 78,000 2,759 25.9 days , #2 #2 12/6/72 99% di: :%. it r. sHSAN' ill 4 CYLINDER MADE 3 7 DAY - TESTED to DA;V- T EST ED 12/5/72 12/8/72 12 /5/7 2 12/12/72, 12 /5/72 1/2/73 12 /5/7 2 1 / 2 /73 12 /5/7 2 1/ REPORT OF TESTS.OF CONCRETE CYLINDERS ' .. Stob Const. Co. 14 -16 CLIENT. REPORT No .Stobs Bth.Const.Co. ORDER No. P{ROJE•CT . Add'n to Church; 6th Ave. & 96 St. ,Miami Shor F' CONTRACTOR St o ro ers . • LOCATION • , East. Wall. 3rd • floor' • REPORTED TO . Stobs Bros., Const. W,J' LAL'aRATO INC. 0-244 1/4/73 es Engineer's laboratory end Inspection Service 0 - 53300 2/13/72f. 1820 N.E. 144th Street Bldg. Permit No 14694 P. L`.� ,,North Miami, Florida 33161 Miami Shores so 7010 NE. 4th Ct., Miami,Fla. 33138 COPIES ISSUED TO 1 -Stobs Bros. Const,Co. 2 -W.G. Wagonor 1- Wm. Bradford , Bldg. Insp. 1-James O. Power,rEngre 1 - R. F, Cook, Dir.Bldg. &Zoning REMARt ,! 'STRENGTH REQUIREMENTDoes. nit comply in 28 days •INFORk° . 1 '`DN FURNISHED BY • •our iris p. MA/ sup t• WEATHL ) C.'NDITION r:1 Qar CONCRETE t1RN ISHED BY MPS Ind. Iilc . Seminole b1a t TEST C '- IN[... -1S MADE AT . 10 a 40PMFROM 3 YD. TICKET NO.• 1 T 4 7 6 5 6 TRUCK NO •753 IL_ CUBIC YARD TIME BATCHED 9 = 4 5AM AIR CONTENT NG Concrete, .hemp : Air Teiiilp`s WINGEIjyj€R).ABO'ATO S, INC • • • t AS A MUTUAL PROTECTION TO CLIENTS,'T HE PUBLIC AND•OURSELVES, ALL REPORTS ' T'TED £ Stia �'.r..,AS THE CONFIDENTIAL PROPERTY OF. CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS; COP4CLUSIONS OR EXTRACTS FROM OR GARDING OUR, REPORTS IS RESF,RVED PENDING OUR WRITTEN APPROVAL. M ,Ae. NO SAMPLENO. 76078 40. 4,000 not given not given not given not .giv 4 :0" not 'given not given 76079 ';.. 41. , psi in, 28 - .4. :0n.` - - ; days - '. CONK r a•. b • ; . ` �.m :�!'�;;' ¢, coma • b: :a kb- •'/,4° s. eo e• SPECIFIED STRENGTH htix BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO BATCH ADMIXTURE . • CONDI.TIQN OF CYLINDER DM. OF CYLINDER • AREA IN SQ. INS. TOTAL LOAD. I N LBS UNIT LOAD PER SQ. IN. WT.,.OF CYLINDER, LBS. AGE OF SPECIMEN TYPE' OF BREAK CN1L6NDER RECEIVED FIELD CURING LAB.; good . 6.0" 28. 27 76,000 2, 688 27.5 3 days #3 12/28/72 Lab., cured INFORMATION good 6.0" 28.27 144,500 500 5,111 27.3 7 days #1 12/28/74 @ 73.40 FURNISHED — 3 F, BY LAB. • Humidity • 99% SHEA •i Ir.. ^� �. ^4.. A swami „• � .. f '`" IA .4• :: •,• p 't IN CYLINDER MADE 3•DAY- T EST ED 7 DAY - TESTED 28 DAY.- TESTED 12/27/72 12/30/72 12/27/72 1 /3/73 CLIENT CONTRACTOR PROJECT LOCATION REPORTED TO COPIES ISSUED TO 1 -Stobs Bros. Constr. Co. 2 -W. G. Wagonor 1 -Wm Bradford, BLDG, Insp 1 -James 0. Power, Engr. 1 -R. F. COOk, Dir. Bldg. WING]ERTER LAB :QR'ATORIES Engineers Laboratory and Inspection Service 1820. N.E. 144th Street P.0.DR.WERo,!'L' " Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Brothers'Constr. Co. Stobs Brothers Constr.: Co. Add'n'to Church @ NE'6th Ave. & 96th St. th Level Wall - -West Portion WEATHER CONDITION CONCRETE FURNISHED BY & ZorAVICcYLm.. RS MADE AT TICKET r o, • 0 CUBIC YARD AIR CONTENT not given INC 0 -298 1/4/73 .es Bldg. Permit ,No. 14694 Miami Shores< REPORT No 17 ORDER No 3 0 5 8.61(, 2065 Miami Shores, Fla. Stobs Bros. Constr. Co. 7010 NE 4th Ct. Miami, Fla. 3313 REMARKS: STRENGTH REQUIREMiFr: Complies in 7 days INFORMATION FURNISHED BY Our Insp. Wm Clear M. P. S. Industries Turnpike Plant 4 :15 pm FROM 2nd Concrete Temp: 700 F.WINGER R ABO - ATO Air Temp: 66° F. TRUCK NO. 7 S, INC TIME BATCHED 3: 'Pm W. G. HICKS, P. E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE•SUBMITTED AS THE CONFIDENTIAL PROPERTY OF. CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, @ ,11 COP{CLUSIONS OR EXTRACTS FROM OR REGA•RDING•,OUR REPORTS IS'RES,ERVED PENDING OUR WRITTEN APPROVAL. • N YD. LAB. NO. SAMPLE NO. 7 35 7 36 SPECIFIED STRENGTH mix 4 not, given psi in , 2 . days BRAND OF CEMENT • FINE AGGREGATE C,OARSE AGGREGATE not given-- not given not given , ‘ .' - CONE SLUMP IN INS. 2.0" 2.0" .. . SACK GALS. WATER TO . BATCH not given • a, , ADMIXTURE not given nD CONDITION OF CYLINDER good INFORMATION good FURNISHED BY LAB. 4 • DIA. OF CYLINDER 6.00 6.0 CONE SMEAR AREA IN SQ. INS. 28.27 28 . 2 7 TOTAL LOAD IN LBS. 90,000 114,000 e.e• UNIT LOAD PER SQ. IN. 3 4,032 ':gi WT. OF CYLINDER, LBS. 26. 27.0 11a AGE OF SPECIMEN 3 days 8 days '"• ' TYPE' OF BREAK # # C.Y.LENDER RECEIVED 1 2/ 1 9/7 2 1 SMEAR FIELD CURING LAB. Lab. cured @ 73.4° - 3° F. Humidity 99% CYLINDER MADE . 12/18/72 12/18/72 3 DAY- TESTED 7 DAY - TESTED 12/21/72 12/26/72 • • • a : 20 DAY- TESTED CLIENT CONTRACTOR PROJECT LOCATION WINGERTER LABOR ATO IrES, INC. 0 -55105 12/26/72 es Engineer's, Laboratory and Inspection Service 1820 N.E. 144th Street 14694 P. 6.DRAWERo P1? ",,North Miami, Florida 33161 Bldg. Permit No. Miami Shores RgPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Construction Co. REPORT No. 15 Stobs Bros. Construction Co. ORDERNo 3058.61(2065) Church Steeple @ 6th Ave. & N E 96th St. Miami Shores, Fla. Nofth Wall 1st Level REPORTEDTO Stobs Bros. Constr. Co. 7010 N. E. 4th Ct. Miami, Fla. 33138 COPIES ISSUED TO 1 -Stobs Bros. Const. Co. 2 -W. G. Wagonor REMARKS: STRENGTH REQUIREMENT Complies in 8 days INFORMATION FURNISHED BY Our Insp. T. G. from f/m WEATHER CONDITION Clear 1 -Wm. Bradford Bldg. Insp. M P S Industries 1 -James 0 Power, Engr. CONCRETE FURNISHED BY P Turn ike Plant 1 -R. F. Cook, Dir. Bldg. & Zone CYLINC _ s MA T 11 :00 am FROM 2 nd YD. H 35 TICKET NO TRUCK NO. 10.0 CUBIC YARD TIME BATCHED not given AIR CONTENT 739 9:45 am Concrete Temp: WINGER R AB RATO' I, S, INC Air Temp: not given . . G. HICKS, P. E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION,OF.STATEMENTS -S4D CONCLUSIONS OR EXTRACTS FROM OR REGA RD-ING OUR REPORTS IS'RESgRVED PENDING OUR WRITTEN APPROVAL. L.AEE. NO SAMPLE NO. 71946 30 71947 31 CONE y e•' : • .: ; aa. d :m or, co0E /%: :• �• p 9NE SPECIFIED STRENGTH MIX , BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO BATCH ADMIXTURE 4000 psi not given not given not given not given 4.5” not given not given in 28 days ® ® 4.5 "' ' C, ∎--9 CONDITION OF CYLINDER DIA. OF CYLINDER • A0,. ARE IN SQ. INS.. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. 4z WT,OF CYLINDER, LBS. Aqg OF SPECIMEN V Yt , ;,. TYPE' OF BREAK C.YL R FIELD • CURING LAB. good 6.0" 0" 28 a 2 7 55;000 1,945 25.9 3 days #3 1 lab a cured INFORMATION good 6. 0" ' 28'627 62,000 2,193 2600 7 days #3 12/6/72 at 73. FURNISHED o .4, a 4 -3 F, BY LAB. Humidity 99% Q �'`*. �. A• BNEAR r • �. . �! ,• s : . . 1 C.YL,INDER MADE 31:14V-TESTED „7.57,,,.%y-TESTED DAY.-TESTED 2@ OA TESTED 12/5/72 12/8/ 12/5/72 12/12/72 — • • 10 CLIENT CONTRACTOR PROJECT LOCATION COPTS ISSUED TO 1 Stobs Bros. Const,Co, Wagonor i.Wpn.Bradford,Bidg.Insp. 1-James 0. Power, Engr. 11Rt,,> .Cook,Dir.Bldg. &Zoning W 'NGERTEI. LAICO ATORIES, Engineer's ,Leboratory and Inspection Service 1$20 N.E. 144th Street P.O.DRAWEHo;�'IL""North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Brothers Const. Co. Stobs Brothers Const.Co. Add'n to Church, NE 6th Ave. & 96 St.,Miami Shores East. Wall, 3rd floor REPORTED TO Stobs Bros. Const. Co., 7010 NE 4th Ct., Miami,Fla. 33138 REMANr . • 4TRLINGTH REQUIREMENT INFOR"- . • )N FURNISHED BY WEATHL ' . '{DITION r:1 AB.r CONCRE'i I '.+I.NISHED BY MPS Inds .Inc .. Seminole plant TEST C '.1NC 45 MADE AT 10 40PMF 3 YD. TICKET NO, H47656 TRUCK NO. 759 TIME BATCHED 9045AM Concrete Temp: Air Temp: • 10 CUBIC YARD AIR CONTENT NG INC. 0-53300 . Bldg. Permit No. 14694 Miami Shores REPORT No ORDER No l(zo 65) A R our insp.MA/supto WINGE R ABO'ATO• 5, INC , . , ' • , 'F,AS A MUTUAL PROTECTION TO CLIENTS, :THE PUBLIC AND OURSELVES, ALL REPORTS ARE•SUBMITTED t :i.;jAS THE CONPID.ENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, COP$CLUSIONS OR EXTRACTS FROM OR REOA.RDINO OUR REPORTS IS RCS,ERVED PENDING OUR WRITTEN APPROVAL. �S :`LIENT <:ONTRACTOR .'ROJECT OCATION - tEPORTED TO l AB. NO. G>t1PLE NO. IECIFIED STRENGTH :, ...RAND OF CEMENT INE AGGREGATE .0ARSE AGGREGATE ' IN INS. ALS. WATER TO SACK BATCH D WIXTURE .CtdDITlON OF CYLINDER :IA. OF CYLINDER '•REA IN SQ. INS. ."9TAL LOAD IN LBS. A'HT LOAD PER SQ. IN. tr. OF CYLINDER, LBS. rGE OF SPECIMEN . . PE OF BREAK VLINDER RECEIVED URtNG FIELD LAB. VLINDER MADE $ DAY- TESTED it days 70AY- TESTED DAY - TESTED WINCERTER. LABORATORIES, En .er's Labarctary and Inspection Service 1820 N. E. 144th Street Drawer L • . North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Brothers Constr. Co. 21 - 23 Stobs Brothers Constr. Co. REPORT No. Church steeple at NE 96th St. & 6 Ave., Miami Sho Fl a 3058.61(206 6th sect: of wall Elev. 491 - 58" Stobs Bros.Constr. Co. 7010 NE 4th Ct., 60 37 6038 50 51 000 not given not given not given not given 4.o" not givea not given good 6.0“ 28.27 76,000 2,688'" 26.8 4 days #2 2 -3 -73 2 -1 -73 2 -5 -73 OPIES ISSUED TO • _ -Stobs Bros.Constr.Co. '_- W.G.Wagonor .- Wm.Bradford,Bldg.Insp. -James O.Power,Engr. R.F.Cook,Dir.Bldg.& Zoning i Gals. water added before .est per instructions Frmn. 4 . good 6.0" 28.27 94,500 3,353 . 26.9 7 days #2 2 - 3 - 73 . I Lab. cured @ 73.4 60 39 52 psi in O INFORMATION FURNISHED good 6•0" 28.27. 116,000 4,103.. 26.7 28 days #1 2 /3/73 O + O 3 F. 6o4o 53 8 days 4.0" BY LAB. good 6 0" 28.27 119,000 4,209 26.7 28 days #1 2 /3/73 Humidity 2 - -73 2/1/73 2/1/73 2 -8 - 73 3/ 3/1/73 Miami, Fla. 33138 6041 54 . 4.0" good 6.0" 28.27 122,000 4,316 26:9 28 days #1 2 /3/73 99% 2/1/73 3/ INC. . 0 -9660 3/ es 0.5826 2 -8 -73 zh Bldg. Permit No. Turnpike Plant GERTE • ABO • TORIES, • CONIC COO( $NCAN elf CAM 4 snit • REMARKS: STRENGTH REQUIREMENT Complies in 28 days INFORMATION FURNISHED BY our inspector TG from Foreman WEATHER CONDITION cloudy CONCRETE FURNISHED BY MPS TEST CYLINDERS MADE AT 8 = 5Oam FROM 2 H372 YD . 738 TICKET NO. TRUCK NO. 10 CUBIC YARD TIME BATCHED ' 12am AIR CONTENT na AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC W.G. ICKS,P.E. A OURSELVES, ALL REPORTS ARE SUBMITTED . In, AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS;1- • CONCLUSIONS OR EXTRACTS FROM OR REGAROING OUR REPORTS 15 RESERVED PENDING OUR WRITTEN APPROVAL. LAS. NO. 2 20889_ 2 20890 2 20891 2 20892 _ r`MDLE' 6 69 7 7o 7 7 7 72 7 _20893 CLIENT CONTRACTOR PR,^1JECT LOCATION REPORTED TO VIN1 °R TER Engineer's Laboratory crrd Inspection Service REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Constr. Company Stobs Bros. Constr. Company* COPIES ISSUED TO Steeple @ NE 9 St. floor s ab e_ev. Stobs Bros.Constr.Co.7010 NE 4 Court, Miami, Fla. 3313 1823 N.E. 1 44th St: aot Drawer L North Miami, Florida 33161 & b Ave. WEATHER CONDITION Miami, a. CUBIC YARO AIR CONTENT n g Concrete Temp: Air Temp: INC. 0 -22692 5 -8 -73 bg 0-18379 4 -16 -73 Bldg. Permit No. REPORT No 2 9 -33 ORDER No. 3058.61( 2065 ) GERTE ABO' - TORIES, KIT 1 Complies in 28 days REMARKS: STRENGTH REQUIREMENT INFORMATION FURNISHED BY Our inspector TG from cloudy CONCRETE FURNISHED BY MPS Turnpike Plant TEST CYLINDERS MAO AT 2' 0o pm FROM 4. YD: • TICKET NO. H39680 TRUCK NO. 7 9 10 Foreman TIME BATCHED 12: 29 pm / W. G. t ICKS,P.E. AS.A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC A . OURSELVES. ALL REPORTS ARE SUBMITTED 9 AS THE CONFIDENTIAL PROPERTY CF CLIENTS. AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. 1 ;� V CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS I5 RESERVED PENDING OUR WRITTEN APPROVAL. ,7 LAB. NO. SAMPLE NO. 26059 79.. 26060 80 CONE 111 l CONC SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE. AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO ' BATCH ADMIXTURE 4, 000 not given--- not given--- not given--- not giv3n 3.25" not giv3n not given psi in - -- 3.25" - -- - -- 28 days • 4 1 `.. ■ q. A CONDITION OF CYLINDER DIA. OF CYLINDER AREA IN SQ. INS. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. WT. OF CYLINDER, LBS. AGE OF SPECIMEN ' TYPE OF BREAK CYLINDER RECEIVED FIELD CURING LAB. good 6.0" 28 . 2 7 100, 000 3,537 26.4 4 days #1 5 -1 -73 Lab. cured INFORMATION good 6.0" 28.27 120, 000 4,245 26.3 7 days #1 . 5-1-73 @ 73.4 FURNISHED . - 3 BY LAB. . Humidity 99% SNE/ SNEAK PR' • ! : . am' a' CYLINDER MADE 3/DAY-TESTED 7 DAY - TESTED 28 DAY- TESTED 4 -27 -73 5 -1 -73 4 -27 -73 5-4 -73 CLIENT CONTRACTOR PROJECT LOCATION WINGE.RTER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O.. Box 155, North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS INC. 0 -22256 5 -4 -73 zh Bldg. Permit No. 14694 • Miami Shores Stobs Bros. Constr. Company Stobs Bros. Constr. Company Church Steeple @ NE 6 Ave. & • St. Miami Shores Fla. urc s eep e o oo sec ion 0 he wa REPORTED TO • Stobs Bros. Constr. Co.7010 NE 4 Court, Miami, Fla. '3313 COPIES ISSUED TO -1 -Stobs Bros.Constr.Company 2 -H. E. Wagnor 1-Mr .11m. Bradford, Bldg. Insp. 1 -James 0.Power,Eng. • 1- Mr.Robert F.Cook,Dir.Bldg. & Zoning . . REMARKS: INFORMATION FURNISHED BY WEATHER CONCRETE REPORT No 3 2. ORDER No 305.8.61(2065) SPLIT STRENGTH REQUIREMENT complies in 4 days our inspector JZ from Roger CONDITION cloudy FURNISHED BY MPS Turnpike Plant TEST CYLINDrRS MADE AT 9:23 am FROM 2 YD. TICKET NO H -40421 TRUCK NO 7 10 CUBIC YARD TIME BATCHED 7:50 am AIR CONTENT Concrete Tel:.. Air Temp. ng WING <TR LA RAT •`IES, INC. / j / /� AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED 4,1 AS THE CONFIDENTIAL FROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,"' CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LAB. NO. . SAMPLE NO. 23586 74 23587 75 1111 CONE SP =CIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE 4, 000 not given v not gien not given-- not given psi in - -- - -- - 8 days • SLUMP IN INS. * $ 0i, $ Ott . • SACK GALS. WATER TO BATCH not given - - -- .. ° : -. ADMIXTURE not given - -- pD q.' CONDITION OF CYLINDER . INFORMATION good good FURNISHED BY LAB. o DIA. OF CYLINDER 6.0 6.0 CONE SHE AREA IN SO. INS. 28.27 28.27 TOTAL LOAD tN LBS. 62,000 89,.000' . . aa ° 4 d'9 'I • UNIT LOAD PER SQ. IN. 2,193 3,148 WT. OF CYLINDER, LBS. 25.8 25.6 AGE OF SPECIMEN 3 days 7 days TYPE OF BREAK #3 # CYLINDER RECEIVED 4 -1 - 4 -1 - 73 _ ` SHEAR FIELD CURING LAB. Lab. cuied @ 73. T ° - 3 ° Humidity 99 %. �_� CYLINDER MADE 1 I._18 -7 4 -18 -73 _ • 3 DAY - TESTED 4 -21 -7 •' ; 7 DAY - TESTED . 11' -25 -73 : • 28 DAY - TESTED - 'CLIENT Stobs Bros. Constr. Company. CONTRACTOR Stobs Bros: Consstr. Company' PROJECT Church Steeple @96 St. & 6 Ave,, LOCATION Steeple elevation of Pour 80 -89 REPORTED TO . Stob5 Bros . Constr. C COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2- H.E.Wagnor 1-Mr . Wm. Bradford, Bldg. Insp. 1- -James 0 Power, Eng. 1- Mr.Robert F.Cook,Dir.Bldg. & Zoning *NOTE EXCESSIVE SLUMP WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.G. Box 155, North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS AIR CONTENT Concrete Temp. Air Tee . ng NE:, feet .7010 NE 4 Court, Miami, Fla. 33138 REMARKS: STRENGTH REQUIREMENT our inspector KB INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINDrRS MADE AT TICKET NO 114 7 • CUBIC YARD 0 -20239 4 -25 -73 zh Bldg. Permit No. REPORT No 31 ORDER No. 3058.61(2065) Miami, Shores, Fla. SPL IT from Roger clear MPS Turnpike Plant 3:30 pm FROM 2 YD, TRUCK NO _139 TIME BATCHED 2 : AS A MUTUAL PROTECTION TO CLIENTS, THE PUBL!C AND OURSELVES, ALL REPORTS ARE SUBMITTED d S 1 • AS THE CCNFiDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, • CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. pin LAB. NO. SAMPLE NO. 23591 I 2 3592 79 80 CONE i l : •a f 4 : i ll. °.. .t• b COME SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO BATCH ADMIXTURE 3, psi in not gii -n - -- not giv-n - -- . not giv n - -- not giv-n - -- 6 011 6. 011 • not giv n - -- not giv n - -- • 8 days . . . . ° • •° •p •. • • ' SHE CONDITION.OF CYLINDER DIA. OF CYLINDER AREA IN 'SQ. INS. TOTAL LOAD iN LBS. UNIT LOAD PER SQ. IN. WT. OF CYLINDER, LBS. AGE OF SPECIMEN TYPE OF BREAK CYLINDER RECEIVED FIELD CURING LAB. good 6.0 28.27 69., 000 2,44o 26.7 3 days #3 4 -21 -73 Lab. cured INFORMATION good 6.0f • 28.27 87,500 3, 095 26.8 7 days # 4 -21 -73 @ 73.' FURNISHED - ° - 3 ° F. BY LAB. Humidity 99% ----7.3— SHEAR s . o �. s :} ' 1 ' CYLINDER MADE _` 3 DAY- TESTED 7DAY- TESTED 28 DAY- TESTED 4 -18 -73 4 -21 -73 4 -18 -73 4 -25 -73 CLIENT CONTRACTOR PROJECT LOCATION WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O. Box 155, North rdicrn , Florida 33161 • Stobs Bros. Constr. Company Stobs Bros. Constr. Company ORDER No 3058.61(2065) Warehouse @9300 NW 13 St., Miami, Fla. G --acle beams west elevation D unit - 59 middle area REPORT OF TESTS OF CONCRETE CYLINDERS REPORTED TO Stobs Bros Constr.Co.7010 NE 4 Court, Miami. Fla. 33138 . COPIES ISSUED TO 1-- Snobs Bros.Constr.Company 2- H.E.Wagnor 1 -Mr. Wrn. Bradford, Bldg. Insp. 1 -James 0.Power,Eng. 1- Mr.Robert F.Cook,Di.r.Bldg. & Zoning TEST CYLINDeRS MA E AT 10:20 p FROM 2 � TICKET NO. ' H-43304 TRUCK NO 733 10 CUBIC YARD TIME BATCHED 9:56 am AIR CONTENT n g Concrete Tier: _�. .• WING T R A A LT IES; • INC." Air Temp. C = ' AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED • AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, '. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL, 0•- 20240.4 -25 -73 zh Bldg. Permit No SPLIT REMARKS: STRENGTH REQUIREMENT complies in 7 days INFORMATION FURNISHED BY our inspector RH from Supt. WEATHER CONDITION CONCRETE FURNISHED BY cloudy MPS Seminole I lant REPORT No 32 A q YD. LAB. NO. -, rePLE ND. 17454 17455 64 65 17456 66 17457 67 • 17458 68 CPU _ _CIFIED STRENGTH irlX • :AND OF CEMENT TINE AGGREGATE C AaRSE AGGREGATE 4,000. psi in 28 not . giv.. not giv. not giv =i not give days _..1:MP INS. 3.0" 3.0 3.0" 3.0" 3.0" SACK . C WATER TO 'BATCH A:,MIXTURE not giva.- :wr+ii. - not give ._ .. INFORMATION FURNISHED BY LAB. • CONDITION OF CYLINDER good good good good good.• : • ;:'tA. OF CYLINDER 6.0" . 6. Ott • .6.0" 6.o" 6.:.o" ... •' IN SO. INS. 28.27 28.27 28.27 28..27 28.27 :::TAL LOAD IN LaS. 82,000 106 126,000 130,000 125,000 :;I T LOAD PER SO. IN. 2,900 " 3, 750 4,457 4,598 4,422 :T. OF CYLINDER. LBS. 26.8 - 26.7 26.9 26.7 26.8. ::� OF SPECIMEN 3 days 7 days 28 days 28 days 28 days TYPE OF BREAK • # # #1 ' #1 #1 . CYLINDER RECEIVED 3 -24 - 73 3 z - 73! 3/24/73 3/24/73 3/ .1 ) 2 FIELD CURING LAB. Lab. curd @ 73.4 + 3 ° F . urnidity 99' CYLINDER MADE 3-23 -73 3 -23 -73 3/23/73 3/23/73 3/23/73 . • 3 DAY - TESTED 3 - -73 - DAY. TESTED 3 -30 -73 ' • ` CAY. TESTED . . 4 / 20 /73 4/20/73 4/20/73 • CLIENT CQM TRACTOR PROJECT LOCATION CCPIES ISSUED TO• 1- Stobbs Bros.Constr.Company 2- H.E.Wagnor 1- Mr.WmBradford,Bldg.Insp. 1 -James 0.Power,Eng. 1- Mr.Robert'F.Cook & Zoning WINCERTER LA : BORA.TORIES, Engineer's Laborctory and : n~s:t.ota Service 1820 N.E. 144th S¢rttet Drawer- L North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Constr. Com.an Stobs Bros. Constr. Company Steeple for Church @ NE th Ave. & 9 St. Walls f'ro n. 9 to 7 7EPORTEDTO Stobs Bros.Constr.Company,7010 NE CONCRETE FURNISHED BY TEST CYLINDERS MADE AT TICKET NO. H th Ct. 10 CUBIC YARD INC. • 0 -19626 4 • • 0 -i4625 3 -30 =73 zh Bldg. Permit No REPORT N0. - 3 0 ORDER No. 30rf Miami. Shor es�Fla. Miami Fla '. 33138 REMARKS: STRENGTH REQUIREMENT r'rtmp i i as - in 7R . rla- r a INFORMATION FURNISHED BY Our ins ector Rh WEATHER CONDITION . Cloudy MP S 10 Gals. water added before/ AIR CONTENT 8 after test per instructions Temp: GERTE AB0 - TORIES, Foreman , Air Temp: from Foreman Turnpike Plant :55 pm - YD. TRUCK NO 734 TIME BATCHED . am • W.G.HICKS,P.E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AN'D OURSELVES, ALL REPORTS ARE SUBMITTED A p AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. �I" CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APP OV L. ffIC LAB. NO. 1 2 20889 • • 20890 "•ECiFIED STRENGTH , , 000 p psi in 8 8 days • • REPORTED TO S WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N.E. 144th St: aet Drawer L ' Norm Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT Stobs Bros, Constr. Company CONTRACTOR PR:iECT Steeple @ NE 96 St. & 6 Ave., Miami, Fla. LOCATION oor s ab e�ev. tobs Bros. Constr. Company Stobs Bros.Constr.Co.7010 NE Court, Miami, Fla. 3313 '0 -18379 1 Bldg. P.nait No. REPORT No. 2 9 ORDER No. 3058.61(2065) CCPIES ISSUED TO REMARKS: STRENGTH REQUIREMENT Our inspector TG from Foreman cloudy MPS Turnpike Plant ROM 2 YD: • TRUCK NO. 739 10 CUBIC YARO TIME BATCHED 12:29 pm INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINDERS O AT TICKET NO. AIR CONTENT n g Concrete Temp: Air Temp: 2 :00 pm IGERTERXABO . TORIES, sw W.G. s ICKS,P.E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC Atf15 OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. •S? CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 1 L.B. NO. !SAMPLE NO. 8334 55 8335 56 • 8 33 6 57 . 8337 58 8339 59 IT. !:• ..• '; � ( come ICIFIED STRENGTH cslx ERAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE "LUMP IN INS. 4 000 not given- not givE not givEn not givE 2 .75 " ri n -. 2.75" psi 1. - - - - - . 2.75" . 28 days _ ,• _ _ . 2.75? 2,75" SACK GALS. WATER TO BATCH not given .. , _ i 4 ADMIXTURE not given - INFORMATION FURNISHED BY LAB. CONQITION OF CYLINDER good good good good good DIA.OF CYLINDER 6.0" 6.0" .. 6.0" 6.0" 6.0" co+ AREA IN SQ. INS. 28.27 28.27 ..: 28.27 28.27 28.27 . TOTAL LOAD IN LBS. 78, 000 97, 000 119,000 12.0,000 • 117,000 v. ... w rT LOAD PER SQ. IN. 2,759 ' 3, 431 4,209 - • ' W T. OF CYLINDER, LBS. 26.3 '26.1 26.4 4,245 26.2 4,138 • 26.5 • s a ^::.,- OF SPECIMEN 3 days 7 days 28 days 28 days 28 days .. • TYPE OF BREAK . #i 2 #2 a # A •, CYLINDER RECEIVED 3 - 14 - 73 3 -14 -73 ,i .3 -14 -73 3-14 -73 3 -14 -73 ovum FIELD ° F. CUSSING LAB; Lab. cured @ 73.4 - 3 Humidity 99 o n . - CYLINDER ►AAOE 2 - 13 - 73 2 -13 -73 2 -13 -73 2- 1 -73 2 -13 -73 3 DAY - TESTED 7 DAY - TESTED 2- 16 - 73 2-20 -73 . -13 - • . m : 71 D AY•TESTED 3 -73 3 -13 -73 3 -13 -73 — WINGERTER. LABORATORIES, Et. Laboratory and Inspection Service 1820 N.E. 144th Street Drawer L „North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT CONTRACTOR PROJECT LOCATION 'or Si•e s a . e evation REPORTED TO Stobs Bros. Construction Co. 0 s Uhurch ros. .Uons add'n NE COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2 -H.E. Wagnor 1- Mr.Wm.Bradford,Bldg.Insp. 1 -Mr. James •O.Power,Eng. 1- Mr.Robert F.Cook,Dir.Bldg. & Zoning ruction c ve. Miami Stobs Bras.Const., 7n1C� NF. 4 r. + Nt;a„u Pla_ 33138 REMARKS: STRENGTH REQUIREMENT Our INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINOE S MADE AT • TICKET NO. ( � 4 • 10 AIR CONTENT Concrete Temp: " GERTE Air Temp: INC. 0- 1 1716.3 -14 -73 11 0 -7783 2 -20 -73 zh Bldg. Permit No. REPORT No 23 —2 ORDER No i05 . C �� Shores, • Fla. c; l oudy 1`ir5 Complies inspector r lant AA s►ttr in 28 days IM—from Rodger CUBIC YARD ng 8 :45am TORIES, YD. FROM TRUCK NO. TIME BATCHED 7 :32am Amoirommgro- i W.G. rICKS.P.E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC Mit OURSELVES, ALL REPORTS ARE SUBMITTED 51 - AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS„ CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR wRITTEN APPROVAL. LAB. NO. 12961 SAMPLE NO. 60 . . SPECIFIED STRENGTH FSIX • BRAND OF CEMENT FINE. AGGREGATE COARSE AGGREGATE 4,000 not giver not giver not giver not giver. - • pSi is ._ 28 days - UMP IN INS. . 5.01t • SACK GALS. WATER TO BATCH not giver. .. . - ADMIXTURE.. not given. - • - INFORMATION FURNISHED BY LAB. . CONDITION OF CYLINDER good . . . 0If..OF CYLINDER . 6.0" a a v 0 0 u y 8 0 AREA IN SO. INS. 28.27 -- . TOTAL LOAD IN LBS. 92,000 . • UNIT LOAD PER SQ. IN. 3,254 • VT. OF CYLINDER. LBS. 2 5.5 - • 11GE: OF SPECIMEN. • 7. days. . - - TYPE OF BREAK CYLINDER RECEIVED #2 • 3 -8 - 73 i FIELD • CURING LIE. Tab. cured @ 73,Lt ± 3 ° F. Humidity 99 CYLINDER MADE 3 -6 -73 . 3 DAY- TESTED 3 -13 -73 . ... 7 DAY - TESTED - . . . . - 3 DAY- TESTED CLIENT CONTRACTOR PROJECT LOCATION Stobbs Brothers Constr, Co. Stobbs Brothers Constr. 0. ,Addition to t, >rc. 7 6 •• a s (;) - eva ion REPORTED TO Stobs Bros. Constr. Co. 7010 :aE 41" (t. , Miami, r 55 COPIES ISSUED TO 1 -Stobs Bros. Constr. Co. 2 -H.E. Wagnor WEATHER CONDITION. 1 -Nr, - m. Bradford, Bldg. Insp. CONCRETE FURNISHED MPS '.,' 1 -Mr. ?obert .F. • Cook, IDir. Bldg. & urr"��e 4n Zoning. WINGERTER- LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street Drawer L North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS �co REMARKS: STRENGTH REQUIREM=NT INFORMATION FURNISHED BY TEST CYLINDERS MADE AT 12:30 pm TICKET NO. ii 38429 10 CUBIC YARD AIR CONTENT not given Concrete Temp: Air Temp: Ave. J a. (;lea• INC. 0- 1174 3 -14 -13 Bldg. Pormit No REPORT No. 26 ORDER No. SUSt Complies in inspector ';TM days FROM YD. TRUCK NO. 711 TIME BATCHED not Given 'GERTE, A60 - - TORIES,. W.G. ICKS,P.E. -AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED 6:1 AS THE CONFICENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OU= REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LAB. N SAMPLE NO. 23586 74 23 75 23588 76 23589 77 23590 78 • 411. SPECIFIED STRENGTH 4,000 psi in 8 days MIX BRAND OF C EMENT not given - -- not given--- . ' s � FINE AGGREGATE not given-- - COARSE AGGREGATE not given• =4. CONE SLUMP IN INS. * 8.0" 8. 0" 8.0" 8.0" 8.0" • • SACK . GALS. WATER TO 4 o ),. ... . •. a • BATCH not given - -- ADMIXTURE not given - -- q. INFORMATION FURNISHED BY LAB. • CONDITION OF CYLINDER good good good good good • DIA. OF CYLINDER 6.0" 6. o" 6.0" • 6 0" • 6 • 0" CONE SHE AREA IN SQ. INS. 28.27 28.27 28.27 28.27 28.27 TOTAL LOAD IN LBS. 62,000 89, . 114,500 115,000 ' 118,000 UNIT LOAD PER SQ.IN. 2 , 1 93 3, 4,050 4,068 4,174 WT. OF CYLINDER, LBS. 25.8 25.6 26.3 26.0 25.9 , AGE OF SPECIMEN 3 days 7 days 28 days 28.days 28 days TYPE OF BREAK #3 #2 y,11 711 #i CYLINDER RECEIVED 4 -1 9 - 73 4 -19 -73 4 -19 -73 4 -19 -73 4 -19 -73 SHEAA R FIELD CURING LAB Lab. cured @ 73. • ° - 3 ° F. Humidity 99 % . 4 PA •. CYLINDER MADE -18 -73 4 -18 -73 4 -18 -73 4 -18 -73 4 -18 -73 • 3 DAY - TESTED 4-21 -73 • ' •• 7 DAY- TESTED 4 ■ - 73 °' 28 DAY- TESTED 5 -16 -73 5 -16 -73 5- 16 -73 CLIENT CONTRACTOR PROJECT LOCATION REPORTED TO Stobs Bros. Constr. Company. Stobs Bros.. Constr. Company Church Steeple @96 St. & 6 Ave,. Steeple elevatior_of pour 80 -89 Stobs Bros.Constr.Co.7010 NE 4 Court, Miami, Fla. 331 COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2 -I{. E . Wagnor 1- Mr.Wm.Bradford,Bldg.Insp. 1- Jaynes 0. Power, Eng. 1- Mr.Robert F.Cook,Dir.BLdg. & Zoning *NOTE EXCESSIVE SLUMP WINGERTER LABORATORIES, INC. Engineer's Laboratory and Inspection Service 24518 5 -16 -73 11 1820 N.E. 144th Street 0-20239 4- -73 zh P.G. Box i53, North Miami, Florida 33161 Bldg. Permit No. REPORT OF TESTS OF CONCRETE CYLINDERS NE., feet REMARKS: STRENGTH REQUIREMENT neTn 1 i es in 2A cia3�rR INFORMATION FURNISHED BY our inspector KB from Roger clear WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINDeRS MADE AT TICKET NO. 1140079 7 MR CONTENT Concrete Temp. Asir Temp. CUBIC YARD ng REPORT No 31 - 34 ORDER No 3058.61(2065) Miami. Shores, Fla. MPS Turnpike Plant 3 pm FROM 2 TRUCK NO 739 TIME BATCHED 2 :23 Pm AS A MUTUAL PROTECTION TO CLIENTS, THE PUSL!C AND OURSELVES, ALL REPORTS ARE SUBMITTED dsi V AS THE CONFIDENTIAL PROPERTY OF CLIENTS AUTHORIZATION FOR PUB STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS P.ESERVED PENDING OUR WRITTEN APPROVAL. YD. Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby umde for the approval of the detailed statement or we plans and specifications herewith submitted for the build ing 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, whcther herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of the work. M Date J U L y.... _ _ . _ __ , 1971- Owner's Name and Address /NM( StO etv I��LK — No... 7 ......._. Street HE 96 sr. Registered Architect and /or Engineer ,•• .,.<•.• .... C4eRurn Aorta& Co, J' 20/ N w. ?.l �✓T Pon r Location and legal description of lot to be built on: Lot Block / Subdivision ..._ Street and Number where work is to be done 6o Alf State work to be done and purpose of building (by floors) mewl- if' .OVet KirtlfepJ 4N(0 W4 L.kWAy. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / _ To be constructed of Kind of foundation Roof Covering Al ti Estimate Total cost of improvements $ ?T • C'0 Amount of Permit S. /,J • GO 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 the 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 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 s‘ith 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be perforfed under this permit, as are licensed by Miami Shores Village. (/� c Remarks (Signed).. �-` STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared • 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 Z 1 2 ! -O Date 1 1 /4 61 / (� Read, Sworn to and Subscribed before me. Disapproved �(�- �....� � Date .__.. Notary Public, State of Florida (Signed) wilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member MIcrr,bcr Membcr Member .. .. Member _ Council Approved Date Disapproved Date '1:4.iTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PLtnnir,;; Board. A re impaction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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 build- ing 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. v Dats. —.,P-Ii'"' ._..,P— '` ,19. . ,a..�..... / � �,ee .S.... &�...e.s6�er�p €.k#No sass. St/ ..... ,.,.__/ Owner's Name and Address . ... > , � .F� � g �- �' "- ••d.e� - 4,614 " At ' Registered Architect and /or Engineer. .. -A-Al ,5.e; d. r Name and address of licensed contr e .4... -�• `°..._, x.41 r� Location and legal description of lot to be byilt on: Lot (p Block MIAMI SHORES VILLAGE Subdivision / it Y ' ..5.....e — Street and Number where work is to be done ,��._ ? �'_.... .Q.0- ... _ State work to be done and purpose of building (by floors) .A and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of 6&1iad..Pe.a.. Kind of f undation Roof Covering p ®a -�-� Estimated Total cost of improvements $ Amount of Permit S. Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor submit all the 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 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 arc 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. Remarks ( Signed) STATE OF FLORIDA, ` t COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, persortally ap- peared 1- .. _.. _ _ _ 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.- .-- .__1_.�.. 22..-s? Date `— 2 " r � -7 . Read, Sworn to and Subscribed before me. Disapproved pproved . Date. (Signed) Public, State of Florida > Building ding Inspector My mmission Expires PLAN: NC BOARD DATE Chairman Member Member Member Member sass.. ._ Member ...__ ................ --.._ �.._..._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application niter approval has been obtained from the Planning Board. A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection otr faulty materials and /or workmanship. (Signed) Disapproved ... Date 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 build- ing 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.. r /k'%...... 2 _..__....._....._._._.......... ,1971 Owner's Name and Address /4/1 / S /G / . ees,... ke.G.h,,... No 64.3.. . Street._.A/ 9 Registered Architect and /or Engineer .- // / 2,:,.. ..11. ., 1,,...,....1. 1,11111..1.., Name and address of licensed contractor �1.�. 4 . _... Q✓�tte4C /o-,Q S -rte c :_1111 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 9 y O 7 / �4 ,eK i ' e. �.._..__ Q / State work to be done and purpose of building (by floors) 4S..E:tx.I.ale e— 1L X 4 f a /eit c e �_ /. S + _ . . - .L i • 4 .. I .S /le a.v I and for no other purpose. New Building Remodeling Addition Repairs' No. of Stories To be constructed of Kind of fo ndation Roof Covering Estimated Total cost of improvements $ 1Vi Amount of Permit S.. 1.&112 Zone cubage required Tian Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the 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 obligations as an employer of labor under the 'Florida NVorkuien'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. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. y Permit No.. l'._t_ Date..._ 11 !. _ . 1 . Y_ `4........._ -_ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. 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 build- ing 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 Owner's Name and Address._ ////141/ __ar:M/2C‘r 4 a y No. Street /f� J �r Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot .3 `f 4/ Block Street arid Number where work is to be done State work to be done and purpose of building (by floors) £. 7' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 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 peared Date y`f -- u ' • ing Inspector MIAMI SHORES VILLAGE li d?t/,i'.�.e'l/d ?2 U Subdivision Jam I hereby submit all the plans and specifications for said building. All notices with reference be sent to The undersigned applicant for this building permit does hereby certify that he under of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled and has complied with the provisions thereof, and will require similar compliance from in the work to be performed under this permit; and will post or cause to be posted for or notices as are required by the Act. The undersigned agrees to employ only such permit, as are licensed by Miami Shores Village. Remarks (Signed )- to the building and its construction niay,- „.5766 lef# ands and accepts his obligations as an employ€F 4 General Laws of Florida, Permanent Sup p'ernet* 1 contractors or sub - contractors employed by him ion on the site of the work such public notice tractors, on • - to be performed under this STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly author' ed to administer oaths and take acknowledgments, personally ai to me well knowp, 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 aft facts therein by him stated are true. a Permit No Date (Signed) Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. LAB. N'O. SAMPLE NO. 30097 8 4 30098 8 5 30099 86 30100 87 30101 88 CON( SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE 4,000 not givea not givea not givea not givea Psi in - - - - - - - - - - - - - - 28 days .. SLUMP IN INS. 4 : 5 " 4.5" 4.5" 4.5" 4.5" • SACK GALS. WATER TO BATCH ADMIXTURE not givel not givea - - - - -I INFORMATION FURNISHED BY LAB. - , CONDITION OF CYLINDER DIA. - OF CYLINDER good good {- 6,0" 6.0" • ' good 6.0" good .6. on good 6.0“ co.. -7-7 WPM; AREA IN SQ. INS. 28.27 28.27 28.27 28.27 28.27 TOTAL LOAD IN LBS. 71,000 96,000 114,000 115,000 118,000 —3--- SN EAK I ■ : .... -.5 a • •••• 41. . i 4 t'.."" 1 • • . • i UNIT LOAD PER SQ. IN. 2,511 3,396 4,032 4,068 4,174 WT. OF CYLINDER, LBS. 26.2 26.1 26.7 26.5 26.8 AGE OF SPECIMEN 3 days 7 days 42 #2 28 days 28. days 28 days TYPE OF BREAK CYLINDER RECEIVED 5 -17 -73 5 -17 -73 #'1 5 -17 -73 # 5 -17 -73 #1 5 -17 -73 FIELD CURING LAB. Lab. cur @ 73. ° - 3 ° F. Humidit 99% CYLINDER MADE 5 -15 -73 5.15 -73 5 -15 -73 5 -15 -73 5 -15 -73 ;a 3 DAY - TESTED 5 -18 -73 .. : 7 DAY - TESTED 5 -22 -73 28 DAY- TESTED 6 -12 -73 6 -12 -73 6 -12 -73 4- WINGERTER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O. Box 155, North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT Stobs. Bros. Constr. Company CONTRACTOR Stabs Bros. CQflstruction Comnnny PROJECT StePp1 e for Church N.E. LOCATION Sheer Wr'1 1 of No ai r ?n r.f St,nPr,1 REPORTED TO Stobs Eros.Constr.Co.7010 NE 4 Court, Miami, COPIES ISSUED TO 1 -Stobs Bros.Constr.Company 2- H.E.Wagnor 1-Mr. Wm. Bradford, Bldg. 1 -James o.Power,Eng. 1- Mr.Robert F.Cook,Dir.Bldg. & Zoning SPL REMARKS: STRENGTH REQUIREMENT complies in 28 days INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLIND_-RS MADE AT TICKET NO. H4 10 CUBIC YARD not given AIR CONTENT Concrete Ter. Air T`ap. ng ng 8:40 A.M. FROM Fla. WING R LA • ? / - / �/ INC. 0 -29305 6 -12 -73 zh 0 -25480 5 -22 -73 11 Bldg. Permit No. Miami Shores REPORT No 35 -37 ORDER No '3058.61 ( 331 Our inspector D,K. Cloudy M.P.S. • Turnpike Plant 2 738 TRUCK NO TIME BATCHED 7 :35 A.M. RATs4IES, INC� 0. YD. W.G. Hicks, P1L AS.A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED 0 AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM•OR REGARDING OUR REPORTS 1S RESERVED PENDING OUR WRITTEN APPROVAL. 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 January 22, 1973 Miami Shores Presbyterian Church - Bell Tower Inspection Report No. 7. January 15, 1973 - Inspector = Albert Castellon Inspected wall reinforcement from elevation +40' -0" to elevation +50' -0" . At one of the wall intersections where a 2' -6" lap in the horizontal steel is shown on the plans the lap had been omitted. The Superintendent on the lob was told to provide corner bars of the some size and spacing as the horizontal steel. Also at two of the walls the steel had not been correctly centered and the Superintendent was told to do so before pouring. Other- wise all remaining steel had been properly sized and placed and permission was given to pour. Albert Castellon cc: 2- Harold E. Wagoner, FAIA & Assoc. and original of Inspection Report No. 6. 1- Building Inspector -Miami Shores Village 1 -Stobs Bros. Construction Co. AC:rcp r '� JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI, FLA. 331 43 JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 December 28, 1972 Albert Castellon AC:rcp JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI, FLA. 33143 Miami Shores Presbyterian Church - Bell Tower Inspection Report No. 6. cc: 2- Harold E. Wagoner, FAIA & Assoc., 1- Building Inspector -Miami Shores Village 1 -Stobs Bros. Construction Co. JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE December 4, 1972 - Inspector = Albert Castellon Inspected wall reinforcement above elevation +20' -0 ". All reinforcement was in place. At one of the sides of the wall the reinforcement was not tied correctly and out of plumb and Roger, the Superintendent was informed. He agreed to correct it. All other reinforce- ment was found to be correctly tied and straight. Permission was given to pour. Pour is scheduled for tomorrow. D.ecember 14, 1972- Inspector = Albert Castellon inspected wall reinforcement from elevation +30-0" to elevation +40' -0 ". All the reinforcement was in place and properly tied and straight. Permission was given to pour. December 27, 1972 - Inspector = Albert Castellon. Inspected slab reinforcement at elevation +40' -0 ". In front of opening in slab where plans call for 2 /6 top and bottom they had placed 2 /5 top and bottom. The Superintendent on the job was told to either change them to #6 or add an extra 2 /5 top and bottom. Otherwise all remaining steel was correctly placed and properly tied. Permission was given to pour. Pour is scheduled for this afternoon. 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 April 17, 1973 AC:rcp JAMES OWEN POWER Miami Shores Presbyterian Church - Bell Tower 72-42 Inspection Report No. 10 March 22, 1973 - Inspector - Albert Castellon Inspected wall reinforcement from elevation +70' -0" to elevation +78' -0" . All reinforcement was in place and correctly sized and tied in conformance with plans. Permission was given to pour. April 6, 1973 - Inspector - Albert Castellon Inspected slab reinforcement at elevation +80' -0 All reinforcement was in place and correctly sized and tied. Permission was given_ to pour. Albert Castellon Encl: 2cc: - Harold E. Wagoner, FAIA & Assoc. 1 cc: - Building Inspector - Miami Shores Village 1 cc: - Stabs Bros. Construction Co. CONSULTING ENGINEER SO. MIAMI. FLA. 33143 JAMES OWEN POWER PE 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 June 20, 1973 Albert Castellon AC:rcp JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI, FLA. 33143 Miami Shores Presbyterian Church - Ball Tower 72 -42 Inspection Report No. 12. May 14, 1973 - Inspector - Albert Castellon Inspected reinforcement for slab at elevation +100' -00 and remainder of wall reinforcement. All steel was in place and correctly sized and tied. Permission was given to pour. End: 2 cc: -Harold E. Wagoner, FAIA & Assoc. Building Inspector Miami Shores Village Stobs Bros. Construction Co. JAMES OWEN POWER PE s9 'raP 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 November 29, 1972 Albert Castellon AC:rcp JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI. FLA. 33143 Miami Shores Presbyterian Church - Bell Tower Inspection Report No. 5. November 13, 1972 - Inspector = Albert Castellon Inspected wall reinforcement at elevation +10' -0" and found it to be in conformance with plans. Permission was given to pour. November 20, 1972 = Inspectors James Power and Albert Castellon. Inspected reinforcement for slab at elevation +20' -0 ". All reinforcement was in place and in good condition. Not enough chairs had been provided for the bottom reinforcement and we asked Roger, the iron worker foreman, to provide more. Mr. Power spoke on the phone with Mr. Stubs about getting shop drawings and he promised to send them to us as soon as possible. Otherwise everything was in conformance with plans and permission was given to pour. cc: 2- Harold E. Wagoner, FAIA & Assoc. 1- Building Inspector -Miami Shores Village 1 -Stobs Bros. Construction Co. JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE CAB. NO. SAMPLE NO. 62145 16 62146 17 52147 i/ __-- __1 62148 .. 9 - 4 7 `• .,, Y , ., ., SRIgCOFIED STRENGTH M!X • 4, 00 not giv psi in n - - -- 28 days -- -- - - -- BRAND OF CEMENT FINE AGGREGATE . not giv not n - - -- n - - -- - - -- ' 4.•\ CQAGISE AGGREGATE ,giv riot giv n - - -- , _ . - -__ - - -- CONE SLUMP IN INS. 5.0" 5.0" '5.0 5.0" SACK GALS. WATER TO (BATCH not iv giv n - - - -` __ -- __ -® e ' • a ADMIXTURE not giv n - - -- ®� INFORMATION FURNISHED BY LAB. r . CONOIT,IO.N OF CYLINDER good good good ood DIA. OF CYLINDER 6.0" - 6/:0" 6.0" • 0" CoN6 eNeA AI;e:£A IN SQ. INS., 28.27 28.27 , 28.27 8,27 T OTAL LOAD IN LBS. 100,000 152 , 000 155 000 56,000 UNIT LOAD PER SQ. IN. 3,537 5 , 377 5,483 , 518 WT.,.OF CYLINDER, LBS. 26.0 2 5.9 25.8 26.1 AGE OF SPECIMEN 3 days 28 days 28 days ' 8 days TYPE` OF BREAK #2 #1 #1 1 CY- 4441DER RECEIVED 10-11-7210-11-72 1 0 -1 1 -72 0-11-72 F IELD CURING LAB. Lab: cured @ 73.4 F. umidity 59% C.Y,LINDER MADE 10-10-7210-10-72 1 0 -1 0 -72 0 -10 -72 S DV- TESTED 10"13-72 Y DAV- TESTED 28 DAY-TESTED, 11- 11- 2 1- - 2 .r-.✓ .:..r• +w...,.. .;,: iTAkssa7t .tf.wtn.++,i•:.tSB&X?.!:t•ii .A: iE1::[Y!.Nr. •� 3 CUNT CONTRACTOR P?fOJECT COPIES ISSUED TO 0. AA Ty+ Y. Afeat ATARIES Erli eerP6 .®F O 61.S Lt,On§gclUBCE r; . c., , � . 1YU 0- 4,80 ;1,1 — 7. -72fb Bldg Permi9 No 4694 Mia. Shores 1870 E 144th Street P . 0 . DRA1JJE o,P° "; I1orth'M.i° ® m 1(;i 33161 REPORT OF TESTS OF CONCRETE CYLOMERS Stobs Bros. Constr. Co. Stobs Bros_ Constr_ Co. • - Q • • AIR CONTENT NG Concrete. Temp: NG Air Temp: NG REPORT No. 1 0 ORDER No.3 ( 2065 M -i a m 4 ,—S 241 63.s REPORT TO Stobs Bros. Constr. Co. 7010 NE 4th Ct, Miami, Fla. 33138 N REMARKS: STRENGTH REQUIREMENTCOmpl• in 28 clays INFORMATION FURNISHED BY Our inspector Rick /form._ 2 -Stobs Bros. Consrt. Corp. WEATHER CONDITION Clear 1 Mr. Wm. Bradford,Bldg, Insp. c orlcRETE FURNISHED BY M.P.S. 1 -Mr. Robert F. Cook,Dir.Bldg. &Zoning Turnpike Plant TEST CYLINDERS MADE AT 11 _ _.FROM 1 YD. TICKET N O. H 33602 TRUCK NO, 7 CUBIC YARD TIME BATCHED 2 :5 WINGER R AEO'ATO' 1 S, INC AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELV A REPORTS A E S � AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS;' 1101.1..0 w - f'-- .+. +•■• •■'• • r.1• r. /.... rj t,1n ITT. = \1 A f1 C'.a 11 /A L.AB. NO. SAMPLE NO. 67297 25 67298 26 COWIE . 1 P 1 Alk COWIE t: •.. *.•-. I t 116 It . ..• .: ittici 814C4 SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE COARSE AGGREGATE SLUMP IN INS. • SACK 'GALS. WATER TO BATCH ADMIXTURE 4000 psi not given-- not given not given not given 5 . 5 n not given not given in 28 days - , , 5.5n CONOITION OF CYLINDER DIA. OF CYLINDER . AREA IN SQ. INS. TOTAL LOAD IN LBS. UNIT LOAD PER SQ. IN. wi..OF CYLINDER, LBS. AE OF SPECIMEN TYPE' OF BREAK CYLINDER RECEIVED FIELD CURING • - good 28.27 100,000 3,537 26.4 4 days #2 11/9/72 lab cured INFORMATION good 6.0" 28.27 119,500 4,227 26.5 8 days #1 ' a t 73.4 FURNISHED I 0 +0 —3 F,Humidity BY LAB. . 99% P ." ::!. • • 0. a• . a. •• 4. ,..;,,i, • .4;• MIMI 1. If • . 1 # ... j A •■• • .... Iv ' .1:1_ • 4 CyLINDER MADE DAY TESTED $ DA'-TESTED 2S DAY-TESTED 11/6/72 11/10/72 11/6/72 11/14/72 T- WJNGERTER LABORATORIES, INC. Engineer's Laborotory and Inspection Service 1820 N.E. 144th Street P.6.DRAWEROPJ_i g North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Constr. Co. CLIENT REPORT N CONTRACTOR Stobs Bros. Constr. Co. ORDER No 3058.61(2065) PROJECT Add'n to Church, NE 6th Ave. & 96 St., Miamialores, Fla. -------..----- LOCATION 2nd floor slab N. Half REPORTED TO Stobs. Bros. Const. Co., 7010 NE 4 Ct., Miami, Fla. 33138 COPIES ISSUED TO 2-Stobs Bros. Const. Co. 1-Wm.Bradford,Bldg.Insp. 1-R.F.Cook,Dir.Bldg.&Zoning complies REMARKS: STRENGTH REQUIREMENT in 8 days INFORMATION FURNISHED BY our insp. RY WEATHER CONDITION CONCRETE FURNISHED BY ••••■•••■■■•00 TEST CYLINDERS MADE AT H 4 14 TICKET 10 AIR CONTENT Concret6 Air Temp: CUBIC YARD NG • WINGE Bldg. Permit No 0 11/15/72fc 14694 • Miami Shores Clear MPS Inds..Irc. Turnpike plant 5:215PM FROM 3 TRUCK NO. 722 TIME BATCHED 4I42PM R ASO ATO S, INC W. .HICKS,P.E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE•SUBMITTED AS THE CONFIDENTIAL PROPERTY. OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,:tfili CONCLUSIONS OR EXTRACTS FROM OR.REGARDING:OUR.REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. . • • • 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 November 13, 1972 Miami Shores Presbyterian Church - Bell Tower Inspection Report No. 4. November b, 1972 - Inspector - Albert Castellon Inspected steel at elevation +10' -0 ". Most of the reinforcement was in place at the time of inspection. Due to the odd geometry of the structure, a couple of the bars in the slab rein- forcement had been detailed too long and permission was asked, and granted, to cut these bars and splice them. The condition of the steel was good and the workmanship very satisfactory. Permission was given to pour. Albert Castellon cc: 2- Harold E. Wagoner, FAIA & Assoc. 1- Building Inspector -Miami Shores Village 1 :Stabs Bros. Construction Co. AC :rcp JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI. FLA. 93143 JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE 7520 RED ROAD, SUITE N TELEPHONE (305) 665 -6964 March 7, 1973 Miami Shores Presbyterian Church - Bell Tower 7242 Inspection Report No. 9. February 2, 1973 - Inspector - Castellon Inspected reinforcement for slab at elevation +60'0 ". The #10 dowels for the walls above had not arrived on the job as of the time of this inspection, however, they were expected soon. At the end of one of the B -3 beams at this level no top dowels had been provided and the Superintendent was instructed to do so. At some places in these some beams, the ties were too close to the inside face so that not enough concrete cover would have been provided. The Superintendent was instructed to move the steel in so as to provide the cover required. Outside of the items mentioned above all remaining steel was in place and properly sized and tied. Pour h scheduled for this afternoon. March 1, 1973 - Inspector - Castellon Inspected wall reinforcement from elevation +60' -0" to elevation +70' -0 ". All reinforce- ment was in place except for 2 # 6 at top of sloped walls. The foreman was instructed to provide these. All remaining steel was properly sized and tied. Albert Castellon JAMES OWEN POWER CONSULTING ENGINEER SO. MIAMI, FLA. 99149 Encl: 2 cc: - Harold E. Wagoner, FAIA & Assoc. 1 cc: - Building Inspector - Miami Shores Village 1 cc: - Stabs Bros. Construction Co. AC:rcp JAMES OWEN POWER PE LAWRENCE J. ESSMAN PE STOBS BROS. CONSTRUCTION CO. Dear Bill: DWS:ls enclosure J. Robert Stobs Donald W. Stobs Miami Shores Building Department Miami Shores City Hall Miami Shores, Florida Attention: Mr. William Bradford Chief Building Inspector 7010 N.E. 4TH COURT. MIAMI, FLORIDA 33138 TELEPHONE 751 -1692 February 20, 1973 Re: Miami Shores Presbyterian Church Tower We are going to install lights in the cross on the above referenced tower. The Architect required the manufacturer of these lights to have same tested for hurricane force winds, and we are enclosing a copy of the testing laboratory's report. You will note that they were tested for winds up to 170 M.P.H., which I trust we will never see. I was not sure if you would require this information, but felt it proper to send you copy of same. Donald W. Stobs. Partner BUILDING WITH FLORIDA SINCE 1937 A. A. SAKHNOVSKY January 22, 1973 • A. A. Sakhnovsk CONSTRUCTION Mr, Walter G. Forsyth Lake Shore Markers, Inc, ' • Box 59 Erie, Pa, - 16512 Re: Wind Test on I1l.bminated Marker Section Dear .A9r, Forsyth: This is to report on the results of 'a' high •velocity .wind tost conducted -on a 7" x 12" segment of a Model II Marker with two • parallel rows of plastic enclosed lights (21" x 1 3/16 ") arranged in two parallel rows at -2" 0,C, vertically and 3 3/8" horizontally. The plastic lenses on the lights locked into a plastic bexel attached to the sheet steel marker with two sheet metal screws, The marker segment was subjected to winds from a high pressure blower with a 4" ID discharge as follows:. 170 • MPH Normal to face of the marker 170 . ' 1H Parallel to face. of the marker 170 • MPH 45° to face of the marker Each wind load was held for one.minute with no evidence of vibration. or lossening. The above wind velocity is the maximum attainable with our equipment., With kindest personal regards. Very truly yours, CONSTRUCTION RESEARCH LABORATORY • • cc': ter. (...% C, Eurcaw. . cc: Mr,,Herb Hammond /City of Fort Lauderdale Building Dept, RESEARCH. LABORATORY I). P. O. BOX 983 c MIAMI .(KENDALL) • FLORIDA • 33156 • (305) 238.9227 1 . (305) 238.7721 "..` REPORTS PERTAIN TO THE SAMPLE TESTED ONLY. INFORMATION CONTAINED HEREIN 19 NOT TO BE RF.FpnnluuEn t'vrapT WITH *vaultf1ON. RECEIVED JAN 311973 HAROLD E. WAGONER LAB. NO. .+APLE NO. 17454 64 1 7 4 55 65 • _:=_CIFIEDSTRENGTH 4,000, psi in 28 days UlX _7:AND OF CEMENT FINE AGGREGATE C.3ARSE AGGREGATE not given' not given not give not given - • . come ::.UMP IN INS. 3.0" 3.0" SACK . C..LS. WATER TO BATCH not given . ADMIXTURE not given CONDITION OF CYLINDER good INFORMATION good ' FURNISHED BY LAB. ' CIA. OF CYLINDER 6.0,E 6.0" • = f ' . ,. .:EA IN SO. INS. 28.27 28.27 T^.TAL LOAD IN LBS. 82 106 000 _ :.;:IT LOAD PER SO. IN. 2,900 3,750 ; -T. OF CYLINDER. LBS. 26.8 26.7 :.:.. OF SPECIMEN 3 days 7. days TYPE OF BREAK # # . CYLINDER RECEIVED 3 -24 - 73 3-24-731 • I 0 3 FIELD CURIN LAB. Lab. cured @ 73.4 ) + 3 ° F, umidity 9% CYLINDER MADE 3 -23 -73 3 -23 -73 3 DAY- TESTED 3 -2 6 - 73 . 7 DAY - TESTED 3 -30 -73 . ..• DAY- TESTED CLIENT CONTRACTOR PROJECT LOCATION COPIES ISSUED TO Stobs Stobs Foreman WINGERTER. LABORATORIES, INC. Engineers Laboratory and inspe:r•on Service 1820 N.E. 144th Street Drawer L Nor'h Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS Bros. Constr. Company REPORT No: ORDER No. 3058.61(2065) Steeple for Church @ NE 6th Ave. & 96 St., Miami Fla. Walls from Bros. Constr. Company 9 to 7 Stobs Bros.Constr.Company,7010 NE th Ct., Miami, Fla. 33138 REPORTED TO REMARKS: STRENGTH REQUIREMENT INFORMATION' FURNISHED BY Our inspector 1- Stobbs Bros. Constr. Company WEATHER CONDITION cloudy 2- H.E.Wagnor 1- Mr.WmBradford,Bldg.Insp. CONCRETE FURNISHED BY 1 -James 0.Power,Eng. 1 -Mr. Robert F. Cook, Dir. Bldg. TEST CYLINDERS MADE AT TICKET NO. - H-39109 & Zoning 10 CUBIC YARD 10 Gals. water added before/ AIR CONTENT ng 8 after test per instruc Temp: Air Temp: MPS Turnpike Plant 8 :55 5 pm ' 0 zh Bldg. Permi No. Rh FROM 2 GERTE ABO ' TORIES, from is Foreman YD. TRUCK NO 734 TIME BATCHED . 7:50 am i W.G.`ICKS,P.E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC A1tD OURSELVES, ALL REPORTS AFj,E SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROV 1 *I1B. NO. SAMPLE . NO. 7 35 74371 36 .74372 37 74373 38 74374 39 _ CONE , !' • ea COMB SPECIFIED STRENGTH . MIX /RAND OF CEMENT • FINE AGGREGATE . COARSE AGGREGATE $LU IN INS. MP SACK Q AL$. WATER TO BATCH ADMIXTURE 4,000 not given not given not given not given 2.0" not given not given psi in 2 2.0" 3 days . 2.0" 2.0" 2.0" • R , . • / ° �• .A A%0 it • e . 8M1 ,. •• '' . �A. • ,M[AM ;' y : 4 CONDITION CONDITION OF CYLINDER DIA. OF CYNDER • AREA IN $0.11 . TOTAL LOAD IN LBS. UN.IT LOAD PER SO. IN. W T,.OF CYLINDER, LBS. AGE OF SPECIMEN TYPE OF BREAK C.Y.L,INDER RECEIVED FIELD CURING LAB. good 6.0 28.27 90,000. 3,183 26.9 3 days # 12/19/72 Lab. cured INFORMATION good 6 . 0" 28.27 114,000 4,032 27.0 8 days # 12/19/72 @ 73.4) FURNISHED good 6 . 0" 28.27 151,500 5,359 . 27,1 28 days #1 12/19/72 3 F ., BY LAB. good 6 . 011 28.27 140,500 4, 970 27.2 _ 28..da #1 12/19/72-12/19/72 .Humidity " good 6 . ' 2 138,000 4, 881 • .27.3 28 days ` . #1 . • : ,. - 99% ,- . . CYLINDER MADE, 3. DAY- TESTED T DAY - TESTED Z$ AY- TESTED D 12/18/72 12/21/72 . . 12 / 18 /7 2 12/18/72 12/2672k (/' •: 1 / 1 5/7 3 12/182 1 / 1 5 / 7 3 12/•i8/72 I. 1/15/73 CLIENT CONTRACTOR PROJECT LOCATION. REPORTED TO Stobs Bros. Constr. CO ISUD TO 1 -Stobs Bros. Const. Co. 2 -W. G. Wagonor 1 -Wm. Bradford Bldg. Insp. 1 -James 0 Power, Engr. 1 -R. F. Cook, Dir. B1'dg. & w NGERTER '..AB.ORATORIES, Engineer's :i &'i. story and Inspection Service 1820 N.E. 144th Street P.0 ;-;;!' .DRAWE L " Miami, Florida 33161 Zor T E T C Il.INCL E S 3A1 6 1 AT H 566 TICKET NQ0.0 CUBIC YARD AIR CONTENT . not given Concrete Temp: Air Temp:. not given c8 1/16/73 es 0 -55 12/26/72 es Bldg. Permit No. 14694 Miami Shores REPORT OF TESTS OF CONCRETE CYLINDERS Stobs Bros. Construction Co. REPORT No. 15 18 Stobs Bros. Construction Co. ORDERNo 3 0 5 8 . 61 ( Church Steeple 6th Ave. & N E 96th St. Miami Shores, Fla. Nofth Wall. 1st Level Co. 7010 N. E. 4th Ct. Miami, Fla. 33138 'REMARKS: STRENGTH REQUIREMENT COMplies B INFORMATION FURNISHED Y Ou Insp. T. G. WEATHER CONDITION Clear CONCRETE FURNISHED BY M P S Industries Turnpike Plant 11 :00 am FROM TRUCK NO. TIME BATCHED in 8 days from f/m WINGER R ABO'ATO• I S, INC AM • 2nd 739 9:45 am YD. • . '. G. HICKS, P. E. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED y t8 AS THE CONFIDENTIAL. PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTSC''AD CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED.P"NDING OUR WRITTEN APPROVAL. 1` kt:PT OF TT S OF CONCREtE CYLMIDERS CLIENT Stobs Bros, Co. • . 19 P.EPORT iq& CONTRACTOR Stobs Construction Co. 3058.-6IV065) ORDER m.. PROJECT • Church addin, NE 96 St. & 6th Ave ,Miami Shores,Fla. ' • 1.:OCAtioN . 6th floor . Sheariwall... ' . : REPORTED TO rat,ikEl. NO. SAMPLE NO. SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE cOARSE AGGREGATE SLUMP IN INS. SACK GALS. WATER TO ppmortook, tViLINDER A. DT CYLINDER A IN SO. INS. TOTALLOAD li S. IrMIT LOAD InR SQ. WY.:OF CY AGq OF SPECIMEN ,TYPE,' OF BREAK V.LINDER RECEIVED, FIELD CURING LAD. CYLINDER tY :../ - 46/73 1/16/73 3 ST. ). L W . 73 .; OAy-T EST 1/23/73 za DAY-TT l eo . Pigs muED TO 1.7Stobs Bros. Const.3o. Wagonor 1-Wm.Dradford Bldg.Inp. G 2cw3r 1 -Ror. BATCH Stobs iNGIERTE11. LABORATORIM65 &viewer's Latitore4ory pacit ffeaspection Service 1820 N. E. 144th Street P ,DR:A.WERviPL" ' North Miami, F lorida 33161 Bros,, Const, Co., 7010 NE 4 cto, 3044 3045 45 46 0 psi in 2 days Design Nix not given---- not given---- not given-- 4.o” 4.0" not given---- not giver-- good 6.0" 28.27 - 82,000 2 26. 3 days #2 1 /19/73 good 6.0" 28.27 103 39732 26.1 7 days #1 1/19/7 1 b IN FORMA 7ON FuRN ma-tap 0 0 SY LAS. REQUIREMENT lNFOk )W EURNISHED BY • WEATN:tr. CONCRETE: FURNISHED BY !INC. 0-3683 1/23/73fc Sidg. Parmit No. 14694 Miami Shores Miami,Fla. 33138 our insp,AG clear MPS Inds. Inc. Turnpike playlt CONE SP CAS ' SPLIT 6 TT AT y U O C N — ;00AM YARD TIME BATC.!-:fF...i A ER,CONTrWr e s • ..vONG Temp .r. W.G.HICK ,P0E. 43.1 Y-6 CEJS PUC ARP OURSELVES, ALL REPORTS ARE SUBMITTED 1 Mai ALITI POR PUBLJCATION OF STATEMENT:, s c o XT RACTS PROM OR REGARDING OUR ,REPORTS IS REJ,igRVEO PENDING OUR WRITTEN APPROVAL. REPORTOFTESTSOFCMICRETECYLMMRS CLIENT 1 Stobs Bros. Construction Co. PORT 122 • ONTRACTOR Stobs Bros. Construction ORDER0o. .Co. 3058.-611-2M) REAo. .PIROMOT Church add'n, NE 96" & 6th Ave.,Miami Shores,Fla. • LOCATION 6th floor Shearwall -f, REPORTED TO B. N9. SAMPLE NO. SPECIFIED STRENGTH MIX IRAND OF CEMENT 'FiNg AGGREGATE COARSE AGGREGATE SLUMP IN INS. Stobs GALS. WATER TO SACK ADMIXTURE CONDItION OF CYLINDER DIA. OF CYLINDER AIWA IN SO. INS. TOTAL LOAD IN LES, UNIT LOAD PER SO. It:. WT..CIF CYLINDari, L. WGE OF SPECIMEN TYPE OF BREAK C.Y,L E R RECEIVED FIELD CURING LAB. CyLINDER MADE . 3 DAY-TESTED DAY-TESTE:a aa DAY-TESTED WLNGERTER LABORATOR/ES, Ensicteer's ,Leborostory pod Inspection Service 1820 N. E. 144th Street DReWEBuliL " I North Miami, Florida 33161 Bros. Const., Co. 7010 NE 4 3044 3045 45 46 4000 psi in 28 Design Mix not given---- not given--- not given-- 4.on 4.on net not given • . . - good . 6,of 28.27 - 82,000 2,900 day;L L9/73 lab at .1 [ • /73 COPIES ISSUED TO 1-Stobs Bros. Wagonor 1-Wm.Bradford 1-James 0. Power,nagr, 1-R.F. Cook,Dir,Bidg good 6.0" 28-.27 105,500 3,732 3046 47 d ys 1 4:on 3047 48 4.on IKFORMATION FURNISHED BY LAS. C Miami,Fla. 33138 good good good 4 6.0" 6.0n 6.0" 28.27 28.27 28.27 130,000 127,000 125,000 4,598 1 4,492 4,422 26.1 . 26..3 26.2 26.1 7 daye 28 days 28 days 28 days #1 . j#1 #1 1/19/73 1-19-73 1-19-73 1-19-73 0 + 0 3 PI ° 1 / 16 /73 11-16-73 1-16-73 1-16-73 1/23/73 .12 2 -11713., REMAP. STRENGTH REQUIREMENT COMpliBB in 28 days INFORMgTION FUR our insp.AG BY WEATHER CONDITION CONCRETE FURNISHED SY TEST C.'YLINL z,BSA117 AT FRO 3107 M -- • 11 TICKET ' TRUCK NO. AAP • CUJ Y A RD IN T TIME BATCHED Aff3, CONTENT 'fs • AjT 1'eimp • .? 3048 4r) 4.on clear NC. 0-6642-2-13 zh 0-3683 1/23/73fc Bldg. Permit No. '14694 Miami Shores MPS Inds.Incn Turnpike plau C ONC BOMAR AS A MUTVAL. PROY7( i'e) Cl..iliNrS,'1"1.4-:: PUSLIC AND OURSELVL ALL REPORTS ARE SUBMITTED i p,P AS THE CONFIDENTIAL PROP4:RT'V OF CLIENTS, ANC? AUTt-40RIZATIDN FOR PUBLICATION OF - STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGAROING OURREpORTS is.ngsgRvec PENDING OUR WRITTEN APPROVAL. , . ..• • • ' ' . . . CONI SW CAN 4 5 PUT 1 . NO 4A111. SAMPLE NO 75991. 46. • 75992 .., .':,.. 5993 : 75994 75995 . . SPECIFIED STRENGTH . MIX BRAND OF CEMENT PINS AGGI4EGATE COARSC AGORCOAre SLUMP IN INS. SACK GALS. WATER TO BATCH ADMIXTURE • 3000 psi not given not '•given not given not •given---- 5.0" not given not given in 28 :de.ys r } . g4; ; 5 ..O '• ® ® ®__ , o_m . 0 —o �� mm .5 00■' -- =mmm =_m_ - ® ®mm- 50" o • ® ® ® � m� ' -_mm_ ®_ om O°1' 5e • CONDITION OF CYLINDER good DIA. OP CYLINDER • 6 .01 AI EA IN SQ.'INS. 28 . 2 7 TOTAL LOAD IN LBS. 491000 IT LOAD PER $Q. IN. UNIT 1 9733 WT. OF CYLINDER, LBS. 27.0 AGE OF SPECIMEN 3 days TYPE' OF BREAK #3 CYLINDER RECEIVED 12 /27/72 CURING FIELD LAB lab. cured INFORMATION good 11 6,0600" 28.27 749500 2,635 27.1 7 days #2 2/27/7 at 73. FLANISHED good ' 28027 1039500 3,661 27.2 28 days #1. 1-27-72 2 —3 F BY LAB. good 6o0" 28.27 • 106900C 3,75 26x8. 28 days #1 1 -27 -72 Humidity 12/26/72 1/22/73 good '600 28,27 105 9 50, 3,732 26.7 28 day - #1. 1 -27 -7 99% 12 26 1/23/7 2 CYLINDER MADE 12/z6/72 3. DA_1j- TESTED 12/29/72 7 DAY - TESTED 28 DAY- TESTED 12/26/7 1/2/73 12/26/72 1/23/73 COPtES. ISSUED TO W ABQ':R(AT O'IE':,,.: Engin�er'3 Il,rcborutory Inspe Service 1820• N E 144th Street P , d.DR71;WER�,t'L "; Miami, Florida 33161 z- N elacar Corp. & R. L. Dev.Ino4FORMAr;ON FURNISHED BY 1- R.F•Cook,Dir.Bldg. &Zoning WEATHErt C 1- Wm.Bradford, Bldg.Insp.. CONCREr:- FURNISHED BY Concrete ..Temp: Air Terlip O3656 4- 73 0-242 13/73 'c idq. Permit No. 1 Metro REPORT OF TESTS OF CONCRETE CYLINDERS CLIENT Nelacar Corp. & R.L. Developers Inc. Nelacar Cor CONTRACTOR ORDER N PROJECT APt. Bldg., 9020 NE th Ave., iami, a. , 2nd floor slab 3 bays nor'th to south, 2 bays west to east L''OCATION REPORTED TO Nelacar Corp. & R. L. Developers Inc. &81 Ocean Dr. ,Key Ri.s,cabngiria. REPORT No. 23 REMARK"; STRENGTH REQUIREMENT ' Complies in 28 days our insp. TDW cloudy Lehigh N.Miami plant TEST CYLINL '= S MADE AT 11 : OSAM 110■221709 TICKET NA). CUBIC YARD NG AIR CONTENT CONt CON( (MILAN • (MEAN 4 B.PUT FROM 2 YD. TRUCK NO. 182 TIME BATCHED 10 s 15AM WINGE R ABO - ATO 1 S, IN W.G. ICKS,P.E. AS A MUTUAL PROTECTION TO CLIENTS.•THE PUBLIC AND•OURSELVES, ALL REPORTS.ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS ■S .COHCLUSIONS OR EXTRACTS FROM OR REGARDING OUR. REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. LAB. No. SAMPLE NO. 12961 60 12962 61 12963 62 12964 63 �•; .• ∎. a � . • o II SPECIFIED STRENGTH MIX BRAND OF CEMENT FINE AGGREGATE ' COARSE AGGREGATE 4,000 not giv not giv ' not giv' not giv psi in 28 days SLUMP IN INS. 5.0 5 5.0 5.0 CONE SACK GALS. WATER TO BATCH not giv . � A . ! -� ADMIXTURE not giv ➢ 4• a . • INFORMATION FURNISHED BY LAB. : . CONDITION OF CYLINDER good good good good • • DIA. OF CYLINDER 6.0" 6.0" 6.0" 6.0" AREA IN SQ. INS. 28.27 28.27 28.27 28.27 CONE SHE TOTAL LOAD IN LBS. 92,000 114,000 114,500 116,000 UNIT LOAD PER SQ. IN. 3,254 4,032 4,050 4,103 WT. OF CYLINDER, LBS. 25.5 25.7 25.4 25.6 AGE OF SPECIMEN • 7 days 28 days 28 days 28 days TYPE OF BREAK j #1 #1 #1 CYL!NDER RECEIVED, 3 -8 -73 '3 -8 -73 3 -8 -73 3 -8 -73 �" FIELD SHEAR CURING LAB. Lab. cued � 73.E � 7'_ 30 F. HurLdlty 995 CYLINDER MADE 3 -6 -73 3 -6 -73 3 -6 -73 3 -6 -73 • a •. 3-DAY- TESTED 3-13-73 7,DAY- TESTED ' • 28 DAY - TESTED 4 -3 -73 4 -3 -74 4 -3 -74 CLIENT Stobs Bros. Construction Co 26 -28 Stobs,Bros. Construction Co. REPORT N c CONTRACTOR --- Construction 3058.61 �ZU65� PROJECT Addition to Church 96 St. Cc 1J.L. 6 :ive. rilaru. LOCATION Walls rDevation 60' to 69! REPORTED TO Stobs Bros. Contr, Co. 7010 COPIES ISSUED TO 1 -Stobs Bros, Constr. Co. 2 -H.. `.'agnor 1-Mr. Wm. Bradford, Bldf. Insp. 1- Jarnes.0 Power Eng. 1 -Mr. Robert P. Cook, Dir. Bldg. & Zoning WINGER T ER LABORATORIES, Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street P.O. Box 155, North Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS rn.ama, r a. REMARKB: STRENGTH REQUIREMENT INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY TEST CYLINDERS MADE AT 12:30 p FROM TICKET NO. H 38429 TRUCK NO. TIME BATCHED 10 CUBIC YARD AIR CONTENT not given Or: c :it.tc WING .TOR LAy 4IES, INC. •� W.G. Kicks, 'P, ;x• AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED (►t - AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARD;NG OUR REPORTS IS RESERVED PENDING OUR WRITTEN APFRC•:AL. >> Complies in days Our inspector 21 Clear Turnpike Plant INC. 0 -14975 4 -3 -73 11 0 -11717 3 -14 -73 11 Bldg. Permit No 1U 111 SPLIT R YD. not g1ven A.B. NO. .MPLE NO. 6037 5 6038 51 I • : ' coin .••.• • =ECIFIED STRENGTH Ix ;ANO OF CEMENT - NE AGGREGATE ....ARSE AGGREGATE UMP IN INS. �, 000 not given--- - - - - - not given not given not given 4 0" 4 0" psi in - ' $ days SACK . ALS.'WATER TO BATCH « MIXTURE not give -J. not give z • ' ONOITION OF CYLINOER INFORMATION good good FURNISHED '?. BY LAB. LA. OF CYLINDER 6.0" 6. - 0" 7-- CON( REA IN SQ. INS. 28.27 28.27 ' SPIV OTAL LOAD IN LBS. 76 0 °� • : NtT LOAD PER SQ. IN. 2,688 . • 3 • � � •'s r. OF CYLINDER, LBS. 26.8 26.9 . ' a. CE OF SPECIMEN • . 4 days 7 days �`• ' A yPE OF BREAK #2 #2 4 ' YLINDER RECEIVED 2 -3 -73 2 -3 -73 t �RlNG FIELD LAB. Lab. cured @ 73..° ± 3 ° F . Humidity 99% • . . LINDER MADE 2-1- 2 -1 - 4 OAY•TESTED 4 days 2 -5 -73 •. TDAY. TESTED 2 -8 - 73 RDAY- TESTED TENT ONTRACTOR 'ROJECT °CATION OPIES ISSUED TO -Stobs Bros.Constr.Co. - W.G.Wagonor {- Wm.Bradford,Bldg.Insp. ' -James 0.Power,Engr. -- R.F.Cook,Dir.Bldg.& Zoning Gals. water added before .est per instructions Frmn., JINGERTER. LABORATORIES, INC. Engineer's Laboratory and Inspection Service 1820 N.E. 144th Street Drawer L ; Miami, Florida 33161 REPORT OF TESTS OF CONCRETE CYLINDERS INFORMATION FURNISHED BY WEATHER CONDITION CONCRETE FURNISHED BY 8 :50am 0 -5826 2 -8 -73 zh Bldg. Permit No. Stobs Brothers Constr. Co. REPORT No 21 Stobs Brothers Constr. Co. 3058.6 ORDER No D5) Church steeple at NE 96th St. & 6 Ave., Miami Shores. Fla. 6th sect. of wall Elev. 49' -58" EPORTEDTO Stobs Bros.Constr. Co. 7010 NE 4th Ct., Miami, Fla. 33138 REMARKS: STRENGTH REQUIREMENT our inspector TG from Foreman cloudy MPS Turnpike Plant TEST CYLIND AT TICKET NO. FROM 2 4 738 10 CUBIC YARD AIR CONTENT n TRUCK NO. TIME BATCHED GERTE5.CABO TORIES, sK ti :12am W.G. AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC A OURSELVES, ALL REPORTS ARE SUBMITTED c • AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AND AUTHORIZATION FOR PUBLICATION OF.STATEMENTS,'l CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRI ■ YD. CLIENT Nelacar Corp. CONTRACTOR . . Nelarcar Cor . , PROJECT A • t. Bld _ • 0 LOCATION L,A8. NO. SAMPLE'NO. SPECIFIED STRENGTH MIX BRAND OF CEMENT 'R•, INE AGGREGATE COARSE AGGREGATE SLUMP IN INS. ADMIXTURE C•YLtNDER MADE - 9 DAY- TESTED 7 GAY- TESTED 28 DAY- TESTED • w ii l butt L4a.UkATORIES, INC. Engineer'a.laboratory gnd Inspection Service 1820 N.E. 144th Street P. (j.DR2LWEEoPL0,,North Miami, Florida 33161 Q•ALS. WATER TO SACK BATCH REPORTED TO Nelarcar Cor COND OF CYLINDER good DtA. OF CYLINDER' • 6.0" AREA, IN SQ. INS. TOTAL LOAD IN LES, UNIT LOAD PER SQ. IN. WT,.OF CYLINDER, LBS, AQE OF SPECIMEN TYPE OF BREAK C.1!LELNDER RECEIVED CURING FIELD LAB. 76466 76467. 56 .3000' ps I in 21:Ld not - giv= n - - - - ; - not giv :n not giv =n 6 . 0 " 6: not'giv -n not 12/28/7 12/31/72 COPIES ISSUED TO 2- Nelarcar Corp.& R.L. Dev. , Inc . 1 -R. F. Cook, Dir.Bldg.&Zoning 1- W m.Bradford,Bldg.Insp. REPORT OF TESTS OF CONCRETE CYLINDERS & R - .T„ flPv lWhir, 2n� o &R.L tr D A }r TeMp m 76468 58 Ys .; P MPPIPP 6 e a I OPP INFORMATION FURNISHED BY good good 6 z6. 28.27 . '28.27 • 2-8 .27 51,000 82,500 105,500 1,804 2,918 3,732 26.6 26.7 26.7 3 days 7 days 28 days #3 • #2 12/29/7 12/29/7'12/29/7 0 + 0 lab;cur-d at 73. -3 12/28/7' 12/28/7 1/4/73 1/25/73 8 76469 59 TEST CYLI.'D•. RS MADE A TICKET E�� .., 110- 198289 10 CUBIC YARD AIR CONTENT NG LAB. .Humidit REMARF';. STRENGTH- REQUIREMENT INFORMA NON FURNISHED BY WEATHE P t ^ONDITION CONCRETE; FURNISHED BY 7647o 6o mMPm mm o ®_ ®mmem p p o 0 pp m G m m 6.0" 6 .0" good good 6.0" 6 0 0" 28.27 . 28.27 104,500 106,000 3, 3,750 26.8 26.6 28 days 28 days #1 2/29/7 •' 12/29/72 99% 0 -3848 1 /25/73fc 0 -379 1/4/72fc Bldg. Permit No. 14417 REPORT N o 1 — 211. ORDER No.].f1,2,29.1 ( 1,151 complies in 28 days our insp. MA /supt. clear Lehigh Downtown plant Metro CON( SMEAR 4 SPLIT CON( • 2:10PM FROM 3 YD. TRUCK NO. 11 55 y TIME BATCHED 1 • 2OPM Concrete . Temp: WINGE' R ABO ATO I S, INC AS A MUTUAL. PROTECTION TO CLIENTS .G.HICK� AS THE CONFIDENTIAL AL. PR TTITO PROPERTY CLIENTS , THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED P.E. CONCLUSIONS 0R EXTRACTS FROM OR REGARDING OUR, REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. L • a • This Certificate replaces that which is indicated Home Indemnity Company Policy 0T- 10- 13 -04. PRINTED IN U.S.A. NER - FRIX COMPANY Suite 800 - 117 N.E. 1st. Ave, MIAMI 32, FLORIDA TEL. FR -7374 KIND OF POLICY POLICY NO. POLICY PERIOD LIMITS OF LIABILITY Bodily Injury Property Damage A— Workmen's Compensation Eff. Exp. Provided by Workmen's Compensation Law State of Nil B— Manufacturers' or Contractors' Liability Eff. Exp. Each person $ Each accident $ Each accident $ Aggregate ggregate $ C— Owners', Landlords' and Tenants' Liability CGL 0}0228 Elf. 4 -1 -58 Exp, 4 -1 -60 Each person $ 100,000. Each accident $ 100, 000. Each accide $5,000 $25,000. Aggregate D— Owners' or Contractors' Protective Liability Eff. Ex p. Each person $ Each accident $ Each accident $ , A , ggregate $ E— Scheduled General Liability Eff. Exp. Each person $ Each accident $ Each accident $ Aggregate $ t F— Automobile Liability (1) Owned Vehicles (2) Hired Vehicles (3) Other Non -owned Vehicles Eff. Exp. Each person $ Each accident $ s t Each accident $ G— Comprehensive Liability (1) Automobile Eff. Exp. Each person $ Each accident $ Each accident $ (2) General Eff. Exp. Each person $ Each accident $ Aggregate $ Each accident $ Aggregate $ (3) General- Automobile Eff. Exp. Each person $ Each accident $ Aggregate $ Each accident $ Aggregate $ are in force at the date hereof, as follows: Certificate issued to ER -FRIA COMPAN uite 800 - 117 N E. 1st Avenue Miami 32, Florida ---. -Dated 4_ GU6469a (Ed. 5 -54) UNIFORM PRINTING @ SUPPLY DIV. CERTIFICATE OF INSURANCE THE HOME INDEMNITY COMPANY This is to Certify, that policies in the name of MIAMI .SHORES PRESBYTERIAN CHURCH U.S. MIAMI, FLORIDA (A Florida Corporation not for profit) (Name of Insured) 9501 -99 N.E. 6th Avenue, Miami Shares Village • ( and Number) (City or Town) Florida (State) and cover, in accordance with the policy terms, 9617 Park Drive Miami Shares Village, Florida MIAMI SHORES VILLAGE - City Hall (Attn: Mr. McIntire) a 10050 N.E. Second Avenue, Miami Shores. Village, Fla. any material change in or cancelation of said policies the undersigned company will notify the party to whom this certificate ange or cancelatio ADDENDUM N0. 3. Harold E. Wagoner, Architect 1100 Architects Building Philadelphia 3, Pa. Commission No. 2256. 2 -27 -58 s ' Page 1 of 4 February 27, 1958 This Addendum, modifying the specifications and accompanying drawings dated December 2, 1957, for the New Education Building for Miami Shores Presbyterian Church, Miami Shores, Florida is hereby made part and parcel thereof. ITEM N0. 1. Proposal Form Add to the Proposal Form the followings Alternate No, 2. If Bolta -Floor Tuflex (with rubber base) is accepted in place of Asphalt Tile Add $ Deduct $ Alternate No. 2 shall be based on Bolta.Floor Tuflex Tile, 9" x 9" x 3/16" thick, as manufactured by The General Tire and Rubber Co. Installation shall be in strict conformance with manufacturer=s recommendations. Rubber base, edging samples, etc,, as specified, ITEM NO. 2, Supplementary General Conditions. Page 13. Art. 9 » Sub - Contracts. Add the following paragraph: "A list of acceptable Sub - Contractors for Ventilating and Air Conditioning is available and should be obtained from Mr. Irving E. Horsey, Associate Architect." ITEM N0. 3. Concrete Work, Specificatio D raw ing s. A. Refs Item No. 1, Addendum No. 1. The change in reinforcing in floor slabs on ground to 6 x 6 x 10/10 welded wire fabric is applicable to both specifications and structural drawings.. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida r istrrcf•A • • , , . . tiV; t 6.; -.tor; .a.x.tc.;;1 9' . # J` • .4 .1 V4tc . - • , • ,■•1 . • ' • *,!.5 rt,tvkl r9 r.'• • k 4..:f2. ,!•■ ,:‘ r :; " • '•• .••• • " • • 1 • " 1 911T salT etiT 1 —.'.. lao j .ecia ncs ca.5d a . ; • :.:1 • • ' • • • . " • 1`.. 3 ?'''." 7 f ' • , • • •••• ri Ai3 .s.De n —L, :40 obecElsli !'Eo „ •Ne .14,4,04.. • o; • : .4;4 • - • • o .f.h...roim as 1:J it' bE,L11::q tlf1.11; A , `211k.;;; • %.• •• t :7 . . , 4•• h--'10 3 nr.3. 1- 01.5.1).; r"L'• fi■I` 4 1. t . “ • .7!LI a' :9r:_i 1 • 02. . loolc)rid 3btl • ., 41.1.. •••■■•••••■tn... .. • (Or ••• • , ITEM N0. 4 - B. Spec. Page C-1. Art. 6. Change Portland Cement to: «Domestic white cement made in U.S.A., conforming to ASTM C150." C. Chan es affect Struc. & Arch. Drawings. e fo ow g c nges, o mee ='� • _ ode Requirements, shall be included in the Base Bid: (1) Add 8 x 8 concrete rake beams at top of all gables (6). Reinforce these beams with 2 - #5 continuous (lap 2t.•0" at all splices). (2) Increase all 10 x 12 columns to 10 x 13 minimum, same re- inforcement. In general, the increase is to be centered on the present columns. Where this is not favorable archi - tecturally, the increase is to be added to one side only. • (3) Increase all 8 x 12 posts to 8 x 16 in the manner mentioned above. These increases are intended for compliance with local building code only. No change in reinf. (4) Add two 8 x 16 wall columns at Stair "Cn. Reinforce with 4 #5 vertically and with #3 ties at 12 ". Locate at ends of free wall adjacent to opening. (5) Add 8 x 16 wall columns and corner columns around the exterior wall of Rooms 121, 122,123, 124 and 113. Reinforce with 4 - #5 vertically and #3 ties at 12 ". Locate at all corners and space not more than 16 o.c.'on the long runs of these walls. so•: Add 8:x 16 concrete tie beams along the top of these exterior walls. Reinforce with 4 . #5 continuous and #3 ties at 12 ". Lap these bars 2t -0" at all splices. Block Masonry, Spec. Page 0-2, Art, 3 c, (1) Change mortar for concrete masonry to: "Florida mortar mix of type approved by Architect." ITEM NO. 5. Lumber, Carpentry and Millwork. A. Ref.: Specifications; Page M2, Article 6 -• Treatment, and Item No. 4, Addenuum No. 1. 2 -27- 58 Page 2 of 4 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. 4 •-••' ... ' • • t • . :v."; ••• . .• . z •Dr.r"" . r3 • •• " ' • '• • • ' • • 9. ' T. • tc5 1t , . -' .. 1 r- • • , . • • x f .:(1 • ....1E1 .f..: • 1 r;. • • . • ., :7-• 0• • f..2)cf-t •... 1 1' •:" • " . • • „ • t. • • r • r:. 1 • • • " • . • '• , ". • • • , , 7, • .• • • •• • ' ; .1 "' t .: J • , • • ifi • r, '; .'‘• • • ' rv). • ;'(;—•••i • • • q;;- Ftrf.:1 ' • • • %,,S : • • ' • , 'f• • • : ; • - •••.• • .•••.." • .; . •••..... ..: • ; " • • -"""; 1 .• • , - • t ^1'4 : • • t . ••• 1 .9) ITEM N0, 6, 2 -27 -58 (1) The general requirements Of Article 6 - Treatment, shall apply to all lumber and millwork including wood doors (and trim) throughout the building. (2) Item No. 4, Addendum No, 1: Change second sentence to read; "All exterior and interior wood doors and trim shall be dipped". B. Drawing No. 2: Provide one pair of interior wood doors,'Type B, 2 -6" x 6 x 1-3/4" with Type 1 frame,' between Corridor 120 and Room 116. The stone masonry, flagstone, ceramic tile (including marble thresholds) and quarry tile specified in Sections of Specifics. tions as noted below will be furnished and delivered to job site at no cost to the accepted contractors. Face Stone ,Ps.gs H -1, Art. 3 -a. gs one, Page Ceramic Tile, Page P -1 3-. Art. 3- a,b,c,d,e,g & j. y Ti age -r , a,b & d. Other materials, labor, appliances, equipment and incidentals required to complete the installation of the above work shall be furnished by the accepted contractors. T1EM NO 7 , Plumbing - Spec . Section1440410ge A. Delete all reference to gas piping in specifications. B. Precast septic tanks and grease trap with traffic lids to comply with Dade County Plumbing Code will be acceptable. C. Omit bubbler in Corridor 120 backed up to Lavatory 119 on Drawing P..2. Provide "Phillips" or equal, automatic trap seal valve below lavatory to waste into floor drain. ITEM NO, 8. Ventilating and Air Conditioning Spec. Section Y and Drawinga. A. Spec. Page Y -8, Article 17: Omit the word double in sentence; - "'this cooling tower shall be similar to Lille-Hoffman Double CM.I, ...." B, Drawing AC -1 Door Grille Schedule: Change quantity of 25" x 20" from 18 to 19, and quantity of 21" x 24" from 3 to 2. Page 3of4 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. ito • . `.t ■ ' • . .111• k".•• . ..S. 1.. .7... :!. . '*r Li .r.+ 1 llf1 • " ."•1" • ", op 4 s : 4 ": : • :1 : • :7, e' „ cf; r . 1 7. t .? • . , . ' • r. •-• i7.1‘.! • 01'1: '`?"vi on' r ''.:;71(.. .r ;42 • ? 'k .4 j j: • T.:: : " • • f _E ^- •" 7 • r . : • ' • . ' " . , f: c•!.. ' • ' t ni : • • • • I ' ,;J • r 5 7"r • a 2-2748 A C. Drawing AC-3: In Design Data Table; Change Cooling Tower Fan from 7 -1/2 to 3 H. P. D. Drawin 3 and S - 2: Provide 13" square opening in floar of Om 230 -for outside air intake for A/C Unit No. 2. Exact location to be determined by A/C Contractor. ITEM NO. 9. Electrical — Spec. Section Z & Drawings. A. •ec. Pa:e Z -2 Article 3, Sc..e of Work. d e o owing paragrap : (h) The electrical contractor shall provide continuous 3 phase temporary service to existing church buildings except that three days will be allowed for cutting in temporary service. This shall be arranged at a time agreed with by the Owner. B. Spec. Page Z-5, Article 14. d t ollowf_ lg aragraph: (d) Dist-ibvtion panel breaker frames up to 100 amps may be "E" frame. C. Spec . Page Z -7, Article 17. A d f o owing "Finish on all wall and convenience outlet plates shall be Ivory." D. Drawing E-1 & E-2. Note: Full box in Room 102 is to be used for pulling feeder to Panel G. E. Drawing E.•3, Panel Board (Schedule) Change Panels E, F & Ex to Type NTP.13. Page 4 of New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. i' -�� �i i Vii• _ - 't �._.. " '•'rrt': � • �'. '� r i • . 7.5 ... • r • r; ADDENDUM NO. 2 • February 21, 1958 Harold E. Wagoner, Architect 1100 Architects Building Philadelphia 3, Penna. Commission No. 2256 This Addendum, modifying the specifications and accompanying drawings dated December 2, 1957, for the New Education Building for Miami Shores Presbyterian Church, Miami Shores, Florida is hereby made part and parcel thereof. WEN NO. 1. Glazing: Provide 1/4" thick, clear polished plate glass in "Arcadia" fixed and sliding doors, and in mTubelite" doors including two fixed lights adjacent to Door No. 107. Ref: Par. 22 & 23, Pages M.6 & 1‘7. 2 «21„58 Page 1 of 1 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. s 1 .(2c • T77 . 1;11f !ba N ! I ' "3 • 11;i1 1 If • • r.;1. .;!. :•• •". c•vy • • . • ", •,. CI; ; •• `i•,!„1 4 4 , tt0 :J• 1 -Y;V: • •• • " •-• " trqi • "I . •:4 T.'. d • r, t co r . f ':.3( 7e''; •i • • ; Kr: 4; ; , ow b-) ADDENDUM NO. 1 Harold E. Wagoner, Architect 1100 Architects Building Philadelphia 3, Penna. Commission No. 2256 ITEM NO. 1 - Concrete Work: Pages C..4 & C.5 Floor Slabs on Ground: 2 -17 -58 ruing E. Horsey chiteet February 17, 1958 This Addendum, modifying the specifications and accompanying drawings dated December 4 1957, for the New Education Building for Miami Shores Presbyterian Church, Miami Shores, Florida, Is hereby made part and parcel thereof. A. Change reinforcing to 6x6x10 /t0 welded wire fabric B, Change fill to compacted thickness of pit rock or white sand. C. Change covering of f i I l from Sisalkraft to 151b. tarred felt. ITEM NO. 2 Lath, Plaster, and Stucco: Pages 0.60. 10. Grounds (stucco) Change grounds to O thick. 12. Proportions (stucco) Change to two coats as follows: g - First Coat: One part approved Masonry cement, one part Portland cement and two parts sand] 8 Finish Coats Same as first coat, texture and finish to match that of existing buildings. See ' specifica- tions for painting of stucco, 13, A]:pl ication (stucco) a ,- Work- manshiph Change thickness in last paragraph from 3/h' to 5/8'. b Scratch Coat: Revise as follows: Shall be approximately 3/8" thick applied under sufficient pressure to key. Before this coat has set, it shall be heavily cross scratched in both directions to provide a strong key for finish coat. When scratch coat is applied over metal lath, mortar shalt completely imbed lath. This coat shall be cured for 5 days with controlled spraying. - Brown Coats Omitted . d » Finlsh.Coat: Revise as follows: Shat Jibe approximately it to make up 5 /8` furl thickness of stucco. Nbw Education Building Miami Shores PresbyteriarChurch Page .1 of 2 Miami Shores, Florida 1 b I t' , • '71,, 'f.;s ‘ brezi 1 4.. • b , , • • 12. • „ (4 • • ; "I • ; fr.; ■ ;.` t. z .; , 1 . „. tli„.,— • —""."' . . • :)..7tf4:= •.• r : t : • t • --e. 7 •••••(:). • • . t ; , j - i 3 .:•■ • .0 . . . • if _••• • •;: , ; • ; , • . • • • I.:, c):‘, /7,1V, Iv; r • f,- ;, • .< • •••• •• .•:.% i •• 1 . • • *..,-.1'.)0+,4 •‘; r3 • ; i..t 1 ,;,`,••;! !; • T.... ; .!* 1.; • .:!t:) 3 ; , • 3 cr.f, ••-•••• •i•-•••••••:. " • e 1; ; : 7,• • :10 e • • .; .19 ( 0 D..d•r! ) (10i ?..;,-;;;;A.; • r • 4.1. -!•10 !-± t; 9c.J. t 1 nra. . ,) tr4;,-) ;';) • •.; ;. ! •i • • • ;•; I 1 -: 1 • ; ; --r4 • 3 (.1 • • I (.;fftr.).7 • • . 1 • :1 o 11.4c; 7 ..• • ;•• 'f • Float finish to match that of existing buildings. Cure for 7 days with controlled spraying. ITEM NO, 3, Waterproofing and Caulking: Page J..I 4. Surface Protection - Stone Change protective coating from "Colorless.Minwaz" to two coats of an approved colorless local waterproofing applied in conformance with manufacturer's recommendations. ITEM NO, 4 Lumber, Carpentry and Millwork: 6, Treatment, (Pagc M.2) Alt rough lumber throughout the bui !ding she! I be pressure treated. Ali exterior wood doors and trim shall be dipped. Treatment shall conform to recommendations of manufacturer of "Wood life ". 8. Stripping and Blockin.. (Page M -3) Change stripping from 1 "x3" to 1 ITEM NO. 5 Drawings Base in Fellowship Hall shall be Terrazzo as scheduled contrary to any other indication. ITEM NO, 6 General Contractor sttal'l provide telephone terminal cabinet noted on drawing No. E•1. ITEM NO, 7 Block Masonry Provide 'bur «0 -Wa1 ", or approved equal, horizontal joint reinforcement every 16" in height of exterior waits and interior load- bearing walls constructed of hollow concrete masonry. units, ITEM NO. 8 Plumbing Page X -9 Room 123 - Hot water heaters shall be 100 gal. capacity. ITEM NO. 9 Drawings Kitchen Hood Contrary to note on drawing No. 9 section 28/9 'the materials to be used on kitchen hood shall be in accordance witti drawing AC -I, for ITEM NO. 10 hooc adte r; he mechanical specifications therefo Change toy 5 Po.M. Mar. 195:8 New Educat ion .Build ir Miami Shores Presbyterjan Church 2- 11..58 Page 2 of 2 Miami Shores,Florida c• I •:1 • - to e !) tzl fr, . • " ; • r)e,•, 4 v ( • : •1 I...4"J- • 1 %. ; • - 1 3 q. ■11.4 7 7- • O f.-0 I : f r. t L7,0 I --;• ,• C.; - II? , E„, •Lt j •Fi • e rie , 1 7, • r1: ; '— • ' f 1. ?J. • Irar; *.• 1 6 L. 1 • Y.-•:3 :41 't 1(.. • ' ' • •...!", • • - • , - i i • • b iJi.i 1 , • ••••, 1 „,, • L. a r...›3 .::. :-:, t • "t" g " . 1: • • • "'" ' • al --"'' • - p; 3 4..,tric-33 3-, 1.3 Ft :". • 1' (h70 4. 0 • :• • k • • • • • • . -., • . • ..; . • . . ' c •7 . 0j • (3::6• 1,sn •.; /Inc C 1331' 1 •• ; • A. .1 • :7 • P 0 .1 el Ci • ; i 1 •• ; 4/4"; i • v „ t -r3 I ••• r :3 rty it= 7, • i •e `;•(; f•T';' 6 • 0 „ • „ , • .. . • ; . • ' • •., _..•: , IT 1%/.: i r-• 7 r: 3.; _ . 12 -2 -57 PROPOSAL FARM Note: This form shall be used for submitting proposals and shall be forwarded in duplicate to arrive at the designated time. To: Miami Shores Presbyterian Church Miami Shores, Florida hereby propose to furnish and deliver all materials and to do and perform pall work and services in accordance with the requirements of the specifications, drawings and other documents prepared by Harold E. Wagoner, Architect, II00 Architects Building, Philadelphia 3, Pa., for the construction of the New Education Building for the Miami Shores Presbyterian Church located on the west side of Railroad Avenue between N.E. 95th St., and N<,E. 96th St., Miami Shores, Florida, within - Z 3 i calendar days after execution of agreement for the following sums: BASE BID - Base Bid shall cover the entire project including General Construction, Plumbing, Ventilating, Air Conditioning and Electrical work ALTERNATE NO. 1 If homogeneous Vinyl Tile (with rubber base) is accepted in place of Asphalt Tile Add $ FIRM NAME SIGNATURE Page 1 of 2 1958 • ` • • . " • ;: •, . t • !i : • • • • '; ''''• . t' .-; ..-.;: • .. ...........• .. . ■ '. : 7:1.-; : ; : ,'::: •:.: :.,...,:.:•.• .,-;-:,-.: o .., •I'11.1"...;•. I t.. • .. ". ..• '■ ..7:: .}•.::, ". - .l,... ";Thi .. :,, .7. -,'"'..; , .".3'; - 7..E, 7, . :.. 1 , ,.. .-.. -). • • " - -, C., li,••,. •" 4. : ,,... •. 1 , ii .. ..)hrO, :,'; .: t ? . I .. ; i ':"- ". • • ; ' ..,;.. :"..!!..: 4 ■■-•'•'•■ . . " I-' ,...- g7 T - . . ,- ...: .'..-.. .."..- ; ... ..* I ' _. • r, ::.• . . • - • . • t 7 ;In; t •r,.... I ;;,•-...., :-...; . --.• . ., .' - - - 7,-. ., • ; t . g.; ,.:: .'-.; . , • ..,, ., I ;: .- ; ..--.. -".• :. z f •. -,,-,..... ..,............., . ... .:, •:‘..,,-.;-:- :.I .,....,-..-.,-;,'......; • ,...-...`--. ."':%'. 1 .T)! ; 'f..... - ,-:.:. ..-).; .. .'t ti. . e: , ,,',..,;, .. ' - ... - '7; • , • •,.....•, • ,".; • ; ; „ • • -'; ; • • UNIT PRICES: Additional Work Less Work (1) Machine Excavation per cubic yard (2) Hand Excavation per cubic yard (3) Rock Excavation per cubic yard, with allowance therein for equal amount of earth excavation (L.) Concrete specified in place per cubic yard (5) Forms - contact area - in place per square foot, (6) Reinforcing steel - in place per pound. (7) Additiona! fill in place per cubic yard 12 -2 -57 Page 2 of 2 v? Firm Name Signature • • l a , ••• 7'. • • ^ ••••• • ! • •-• ; •.' . • -!• • :1 f , • , C; .t :) 12 -2 -57 PROPOSAL FORM Note: This form shall be used for submitting proposals and shall be forwarded In duplicate to arrive at the designated time. To: Miami Shores Presbyterian Church Miami Shores, Florida hereby propose to furnish and deliver all materials and to do and perform veil work and services in accordance with the requirements of the specifications, drawings and other documents prepared by Harold E. Wagoner, Architect, 11100 Architects Building, Philadelphia 3, Pa., for the construction of the New Education Building for the Miami Shores Presbyterian. Church located on the west side of Railroad Avenue between N.E. 95th St., and N,E. 96th St., Miami Shores, Florida, within 7-3 calendar days after execution of agreement for the following sums: BASE BID - Base Bid shall cover the entire project including General Construction, Plumbing, Ventilating, Air Conditioning and Electrical work ALTERNATE NO. 1 If homogeneous Vinyl Tile (with rubber base) is accepted in place of Asphalt Tile Add $ FIRM NAME SIGNATURE Page 1 of 2 1958 ••• • • T '." ' r: • ■)g--;, • • 7 _ • . ; • e ;71 - .' ` , C I • ; • s L'..3•11 . ; • : _t• 1;•'"1• r ■:• -. • • • -: • •• •;r: :I; ••••••-:'• • ; 1., . tr.:• - ". ;( • • ... • • • . ; • " I . 7 711 •: • • UNIT PRICES: Additional Work Less Work (1) Machine Excavation per cubic yard $ $ (2) Hand Excavation per cubic yard (3) Rock Excavation per cubic yard, with allowance therein for equal amount of earth excavation al) Concrete specified In place per cubic yard (5) Forms - contact area . in place per square foots (6) Reinforcing steel - In place per pound. (7) Additiona! fill in place per cubic yard $ 12 -2 -57 Page 2 of 2 Firm Name Signature • • 1"1:; • V •••: ..• : . 1.. 7 ;. • ,11' :::•,"" • ' 0 - vt• • " • ic — - • • • 2 " i : : 1 - -57 To: Miami Shores Presbyterian Church Miami Shores, Florida PROPOSAL FORM Note: This form shall be used for submitting proposals and shall be forwarded in duplicate to arrive at the designated time. hereby propose to furnish and deliver all materials and to do and perform ball work and services in accordance with the requirements of the specifications, drawings and other documents prepared by Harold E. Wagoner, Architect, 1100 Architects Building, Philadelphia 3, Pa., for the construction of the New Education Building for the Miami Shores Presbyterian: Church located on the west side of Railroad Avenue between N.E. 95th St., and N„E. 96th St., Miami Shores, Florida, within 2 3 ) calendar days after execution of agreement for the following sums: BASE BID - Base Bid shall cover the entire project including General Construction, Plumbing, Ventilating, Air Conditioning and Electrical work • ALTERNATE NO. 1 If homogeneous Vinyl Tile (with rubber base) is accepted in place of Asphalt Tile Add $ FIRM NAME SIGNATURE Page 1 of 2 1958 • • • • 1 ; ; . . -• ; 1' ! ; ; . • ' r : ;•-, 1: I • - 17 . • 4 .;;L•C••••, • _ ! •••! i t..,P • . ••!•'' " i.• - 1; " • -.•■•■ ' •. ; , ..! • .t " • • !;,,• • . 1 '-' 1 • . t t• • _ . z r; • ; ; V ; • , i ;'• 1 :: UNIT Fr ICES: Additional Work Less Work (1) Machine Excavation per cubic yard $ (2) Hand Excavation per cubic yard (3) Rock Excavation per cubic yard, with allowance therein for equal amount of earth excavation (14.) Concrete specified in place per cubic yard $� (5) Farms - contact area in place per square foot, (6) Reinforcing steel - in place per pound. (7) Additiona! fill in place per cubic yard 12 -2 -57 Page 2 of 2 Firm Name Signature $ $ v • - 15.: • .:1'. • :•); :••_•; r) I .1:: : • • • • • • • ■ .4 S P E C 1 F 1 C A T UUO N.: NEW EDUCATION BUILDING For MIAMI SHORES PRESBYTERIAN CHURCH MIAMI SHORES, FLORIDA Harold E. Wagoner, Architect 1100 Architects Building Philadelphia 3, Pennsylvania Irving E. Horsey, A.I.A. 9822 N, E. 2nd Avenue Miami, Florida Commission No, 2256 December 2, 1957 Asso. Architect BIDDER: • ADDRESS: Dear Sir: 12 -2 -57 • • INVITATION TO BIDDERS Complete bidding documents, including Instructions to Bidders, Proposal Forms, Drawings and Specifications as prepared by Harold E. Wagoner, Architect, Architects Building, Philadelphia 3, Pa. for the construction of the New Education Building for the Miami Shores Presbyterian Church, Miami Shores, Florida, located on the West side of Railroad Avenue, between N.E. 95th Street and N.E. 96th Street, Miami Shores, Florida, are available for bidding at the office of th Church. You are hereby invited to bid in accordance tneoewith. Pr osals are due in the Office of the Church at 5 P.M. on or before 3 1958 and will be opened at the convenience of the Buil Your attention is called particularly to the Alternate and Unit Prices requested, in addition to the separate lump sum Base Bid for the entire work, Please check so that the items listed under "Work Omitted" in the "General Scope of Work," are excluded from your estimate. Documents are to be returned with your Proposal. In the event that you do not desire to submit a Proposal, please notify the Church office immediately. New Education Building, Miami Shares Presbyterian Church Miami Shores, Florida. • • p•4*■,-TeitTrr TT •.. • c, ; • • !'*:71r. , If': : 15.1 • y• 1 i-".1•4 • • 1 . 7) ri.:1" -•- • r .:“: • F, ' • C. 1.rf T.Je. r. f,?• • . •••Ifi - " f.7 • .i:r • l ( . 1 . c .: • . '• zrz•) "4; ? z^y. •• • u .1 T :it 51711 k.? — n tT • t ••■• • - " — c.•;••, ••• ,• • • ,••• J - ' • ... •. • •••••••••••••'"nr'-`'‘",„..,...•, ,••.; " 1:0 jt):1. • • • • • • r•-• ' „; -•••,- • •••;.-..): •v•Cr i .uLU „ J;; ).L • I •••;::•74 • • • .erio, • e . ” 1.70" f • .1-1r; • /10 • •• 2. Form of Proposals. Areing E. Horsey Architect 12.2 -57 • .mr INSTRUCTIONS TO BID 1. Date axtd Pie for 'z► .nine Proposals, Pursuant to the "Invitation to Bidders ", sealed Proposals for'performing the work will be received by the Miami Shores Presbyterian Church, Miami - Shores, Florida, at the time and place set forth in said invitation. Action will be taken by the Owner as soon thereafter as practicable. All Proposals must be made upon the blank pr6posal forms"attached hereto, in duplicate; and should give the lump sum price, the alternate and unit prices for the and must be signed and executed by the Bidder in accordance with directions in the form of Proposal. In order to ifsure proper - consideration, the Proposal should be enclosed in a sealed envelope; marked' "Proposal ", and addressed to the Owner as required in the "Invitation to Bidders ". 3, and Discrepancies. Should a Bidder find discrepancies in, or omissions from, the drawings or other documents, or should he be in doubt as to their he should at once notify thef_O ner, who may send written instructions to all bidders. Requests for interpretation, etc., shall be made in writing and addressed and forwarded to the+Owner, whose reply will be in written form addressed to all Bidders. I. Acceepta ce n or, Rejection of Pr osals. The Owner reserves the right to reject any or all Proposals; any Proposal which is incomplete, 'obscure or irregular may be rejected; arty Proposal having erasures or corrections may be rejected; any Proposal which omits a bid on any one or more items may be rejected. 5 Accoctaare cd'Prop6Sal and Its Effect. Action will be taken not over thirty (30) days after the opening of the Proposals. The acceptance - of a Proposal will be 11f signed by a duly authorized representative of - the Owner. The acceptance of a Proposal shall bind the successful Bidder to execute the Contract in its entirety. New Education Building Miami Shores Presbyterian Church Page 1 of 2 Miami Shores, Florida. • • -,- •-roDi mij i E ; 2 7to I ofw,,q " fT 1 ,1 •. , • t • ;;:l. : , 4:r! N t Cr" el ;f 1, EA siv Jf 7 ficz !• r :1 3: Y!!':.) J .31.J , r. 1":•7 • : •)-. • , .31- :( ' - 1 , 7 :- • '7* ;''.• 3' Of: 1 14 r7I., ed ic2 MEO.te.;-' iT1D 70 I !r. 31v7IT[iif::r: . 1;j , !,:t; • 1-.• . Ct4 . :10 rfi 117 %2_'r!f•r. JL„. ,7_rv,7n:-7yTq lo Jcp, ‘'.1.171'.1 od t. r. To f " , " • ••• • .F ■, • o.,*• dt ; : to 5s1.4 (C4:7) Y2PW.: '7cr 1)%ar,;:, 1 T . OC.M Al r . ..f0';: A tr f7- .g ' 12..2 -57 1 6. Time for Executing the Contract. Any Bidder whose Proposal is accepted may be required to appear at the Office of the Owner in person, or, if a firm or corporation, a duly authorized representative, and - to execute the Contract within five (5) days after notice that the Contract been awarded to him. The Contract Forin Al for "stipulated sum" of the American Institute of Architects will be used. Failure or refusal to execute the Contract as hereinbefore provided shall be sufficient grounds for the Owner, at his Option, assume that the Bidder has abandoned the Contract, and thereupon his Proposal and the acceptance thereof by the Owner shall become null and void. 7. Determination of Low Bidder.. Page 2 of 2 Tours very truly, Except when the Owner the right reserved herein to reject any or all Proposals, the - Contract will be awarded by the Owner to the Bidder who has submitted the lowest bid determined by the sum of the following: Base Bid the algebraic sum of alternates accepted by the Owner after the opening of the bids. 8_, Time £or Begi.nnins and Cotrmleti.r..g the Work. The Contractor shall commence the "work within ten (10) calendar days after the date of execution of the Contract, and complete the work within the time limit stated in his Proposal and /or Contract. 9, Examination of Site, Drawings, Etc. Each Bidder shall visit the site of the proposed work and fully acquaint himself with conditions relating to construction and labor. Bidders shall thoroughly examine and be familiar with the Contract Documents. Failure or omission of'any Bidder to receive or examine any form, instrument, addendum or other docuthent, or to visit the site and acquaint himself with con,- - ditions there existing, shall in nowise relieve any Bidder from any obligation with respect to his bid or to the Contract. The submission of a. Bid will be accepted as prima facie evidence of compliance with this section. MIAMI SHORES PRESBYTERIAN CHURCH MIAMI SHORES, FLORIDA. h 5 . •• %.4 .7= !„ • J ; :.-. • • - .,;(*.". • • )) : •• • • . r • .7 :)•‘' ";"1 :02'; .* ", '` • ..2 • • C F • ) . • ! -••■• J» • • •;.. I.; .23 0:.. f'• 7 :r • - • F,L: • 00 • • : • : `. e , 5 • . , • IT c .t . 1(7' L t "•-• N, ••.--• • •••••, :• " r 1 • • • 'Ir.!' • • ' • • 1. - 1*.c. (. . . 7 .; • -' • P 1 412 1 . • 7•:.x.)f) ••, • , • AcPc AcPI A.D. Al. Asb. • A.T. . B.J. B .M. BF. ' Bunt. B.S. C- Ceil C.H It CL Col. • Conc . Cntr,F lash. : C.S. • 0.C. • D.F'i.. 1 Diy� E� ♦; .C • EIS. Ex.Met* ., F1 I FIc .St iftcgs. .1. G.P.A.T. iG..R. Acoustical Plastic Acoustical Plaster Area drain AI U(11411.110 As!: estos Asphalt tile Buildin'; Bar joist Bench mark Bottom. of footin .Basement Blue stone Cement ' Ceilinc, .Ceiling height Center Line Closet Cast iron Cast iron pipe shoe Column • Concrete Countor flashing Cut Stone Ceramic Tile Duct chase Detai I Drinking Fountain Dtr ension Ditasneter Down Ea ch Ex..iosed 'sloe- Exposed concrete Elevation �Existin; Expanded Metal Floor Drain Finished Floor Flartstone Full Scale " ,Galvanised Iron jGrease Proof Aspliol.Tile !Ground (brick arch ' GEN ER&I. •>:E2 ? REV'1AT 11� ( S: H.P. 1 .Ht. K. Lay. L.P. L.S. Lt. P. M.T. Met. Met. T. M.O. N.I.C. O.C. Opn" Partin. P. or PL., PE PLY. Rad. R. Roinf. Req'd. R.W.C. S.C. Sh. Specs. Sr. y L. S.S. Susp, T.C. T.S. T. T&G Uri. U. W.B. W.C. ' 1 . W.F. W , • W.1. 1 B. L. Cos a:. S . B .. t D I . R• fl • HiLh point Hei -ht : Koene;s ce:itent Lavatory Low Point Local Stone Li ht 'Pane l Marble Threshold Metal Metal Threshold Masonry Opening • ' Not In Contract On Centers . Oninj Pa Plaster Periite Plywood Radiator Riser Reinforced . Required -' Rain Water Conductb S i l l Cock Sheet ' Specifications Spri n6 Line Slop Sink • Suspended Terra Cotta To of Slab Treads Ton . :ue and Groove Unfinished ' Urinal r. Wood Block Water Closet Wide Flance Wood Wrou; ?it iron Brrickt Lect Concrete Spikh.Blo Drawi :t, Roof D roi r, Expatv,si -r. Joist AROLD' ' -WAGONER ARCHITEur, iIiRCHI.TECT$ „:BUILDING, PHILADELPHIA 3; F. 0) • ABBREVIATIONS • . - ' Access Panel "anst, ". Or. , c i Jz tion ©ra r rile er .0 ntr, General Contractor C1iaD'� board Construction i cVDATDCN$ (Conti'nued H.B. Mach. Contr. .i .Mechanical Contractor . M.E.5 .-.'.._ .. 7`M t l•,_Ed 's ' . . c4I i "a_ M asarry Units P•C. C zas+, P.A. : Planting Q.T. • 'Quarry Tile • S .C1: S.F.S. •Sp{,. P. S.T S.L. Kalamein Rubber base R . B. .F S : aack F e� Stongwp z . 3.0. acc Grzr3 o ar HAROLD E. ..WA. ON ER ARCHITECT IRCFIif1 CTSa BOLO liVa . PHQ a ok Storage Closet Sinaoti :Faced Stonework _ Splash Pan Slag Stone Lee T.B. Top of Bric;: TX1L Teac1iar's Closet T :VY.PI. Wc 4 Floor W • H • . Weep Hole W t Wator. ro is : W.W. • Weld Wood Ter. Terrazzo .4 1 its 1Y 4; r rAaW r All r, '� ' -S. MIME MMIM ME! CONCRETE . LOCAL STONE ,t UT STONE FLAG STONE : SLATE . { 'MASONRY UNITS i BRICK TERRA COTTA PLASTER WOOD (FINISHED) WOOD (ROUGH) `..:i. { AriffESCONVii 1=S1 11011 (11.Ii11l1111211111 FILL IN:SULATIO .METAL IN SEg#"IOt ::. • 1 4 ! k.• .g'gr. (1411t06„ BUIt! IN ,. ° ELi HI p; PA. PL WOOD (LARGE. ;SCALE } P .Y.WOOQ (S L L S CAt.E) "STUD PARTITION: ('SMALL SCALE) META.IN', TION 1 ask 4L �1 E1i�vo_01? tat,Tyt; SECTION ~ �. E C T1. 0 n:_.2. ECT 10L. 4 r .� 5EcTIo 4 3EC:T►o k? 5 \ '100 t,101 t, 16 W x: % E t T t O iU ...1, 7 _ T -,- a.:,u7s PiilLADEZPIUTA 3, Pry. RAID E. WAGONER ., RCIIITECT k•• �: � ..• _� 1 • � 11110. •..vt4 . �' � +`� e0`� ,. ilk � i� • ,� i :..'43 �� n , STEEL oF• REIN F• 1“.1c, - LINTEL. AS SHVyrN Q g1-Rvc.TvRn� Dw6;. • ; ' �A� " � A t 'V' i � � �� %e C� it il � #A c a ® � X411 � R. EI NF 0 RceD 6 k.. lc. . L INTEL PLASTER x 4. ST.lJD. - AT /�iOii�1 / /_�_ /i►1%.... `�� \y PIASTER 0 t WIE. ? - LnTN - •1 ►i �,6{�� ,, +y �� � ?� �IL I N G . H Fit o•M 2: 2 4 r �g -7 R I i� 7re'; w a N I 1 ' 1 " 4 4 1 �f �Lti�an� 1 {{ ! •ANGNoRE JAMB TO AAA S o N R Y - 2 IA X -1 / / .. ' T R 1 M W O 0 D Co 'Loy N' D ` FRAME , 1/16- Z 1/4" Y It." - MOLDED S.TO P ■ � y .. , - P. o• l i :7 - - - _ '- = = — ? r p I J � � _ .. `>� • o O FR. •►, nt.‘ E �' , L 1 / /� Y / M.4 L D E fl STOP- N OT E 2 poop. 1 , , 1 1' bn TID°tiL �. ; �.' i t111� wHELLE ➢oof�i. Ho.v6 TAPE N. 2 ! 7Y E N _ ' L oOR [.Nt cK I NLREAS E tY4 . As R-Co.• 1 g�4• ' S 14 PLASTER. 2 Y 4 3 A 1 amm - IntiliS141 a��1E 3 4" y a.. r � 7r� � R,E e L K p R ST'1. -- I • Z- R6H FR.ANIE / Z1 4 r T e.' T R 1M PP / 1 PLAS • '=,1/4• r v . T R.1 M ` t' 1 1 `\ `, 1 % r MOL DED %LTAf! 1 11 { Mo�DED sTO P DOOR i � i - Ddb R / 5 1 / .. 1:> , TYPE N` -, TY PE No 4 3 • r1s9`s2 - ' �r, -<fr / � -. - fir I � x : .---. 1 -- -t-- I` I t.,� ` _ s v % I + 1 ., ;K r / Y % etlt x 7�e'¢ ,,� N En En 1 I ' I I t ii } I. i U.o 1 • kj TAL F51.3 4.4 ' JITra c..) IOTAL rl{,a402. l l D UolL.ovv/ E' 6864. \Jr i� t1 A L aUc> -la(Z._ TYPt 110 1 6 _.. • TY PL. , 02, 5 -----m L.. N. T 1 R ��I 0 L L w o R k -' R D Ds 0- R .,. r R A' M. • rr t S 'HAROLD E. WAGONER. - ARCHITECT ARCHITECTS. BUILDING, PHILADELPHIA 3. PA 1 5 A' L 3 .,, I. - o ; „ k•• �: � ..• • 7/8 1, 1 r 1, FULL s V La TRIM M I L L W._O R K HAROLD E. WAGON EK ARCHITECT ARCHITECTS BUILDING, PHILADELPHIA 3, PA. . • P J f/ -M �• r 7 6 ` lifi • /4/8 p . _... , ( -r _._.__. . . • A) � 1 • 1 - . . i,. , ...._ 111111==•_____ -_-_-:"="---,------1 • • .. .TYPE f T•>'PE, .2. T YP- -. 3 G ' ;r ' Y p — _ —d•- ... , . ,/ • .' . l > \ \ , ` • • • . \\ \ , \ \ '• \ \, � f • • ...per in,J n ..,,,,,,, O Ach T , i _..,.._ i i 4 L - .. No a ; � • \ f • >,, / \ \� . -.. T . • F" '' D .• : () . — h _.�L v A F,, 't D. ,f' p - . �� - Git C.) 'N, .T Y P. E 4 TYPE. 5 TYP& CO P7 1 E T . HAROLD 'E.. I e,G"O�.I..L� • , ARCLIIfiCCTS''I?t'.LfMG. P'ctfLAQFLI'I•(IA 3 PA.. • 7/8 1, 1 r 1, FULL s V La TRIM M I L L W._O R K HAROLD E. WAGON EK ARCHITECT ARCHITECTS BUILDING, PHILADELPHIA 3, PA. 6. 4 �F 2 o . 3 • WINIONSOLVIK/116141 in T N_ Z'k 3" { SHELF s uPpo ar Itf . 1 — s 4% 7 r, i • • • liziWons ',la:. SCALE I'4 r- o DLTQ11 [ L HAT I 0 N S1CTION S 0" SCALE 3 /+" s 1 =p'r 34 rifts 0) M . R 0 B. .I N L W _0 R CLOSET. HAROLD E. WAGONER ARCHITECT ARCHITECTS BUILDING, PHILADELPHIA 3, PA. \..%.4.\\ e' y ■ t AL 51' ,pQt3ARE 1.) 47 3...�LI GE 1 . - • ,--, , • l 3t f I U.' ..T rffifirail 44a. . i '. R, a Ili!' i i` V i I it a raiiY • •• . . • . . , GP13Ot'('K9J W1�81� doo u L iQ .5af _ warn =a te P � 1 � � ..4, - • n d �..li /�, t t i } " . . iq b L a e TZeAD - f . • . : ( T ) . . - .,, • . • �, . C..240uc a .5Teet FAu5 , : , ' J J 81 L r.v.NoER ezir.4 EL:oen To _ '` 't:L.' . E_E <STA R: `_- L A7 E• THE A 2S _d, E.'ST Al R. SL AT ' R.t S E 4t. T f� E:7�J?.5.. AT PLAT fOQM . . f � A F r : i?5 2 • rJ • \ ' l S:iiakkt,.. tia,wiLS . I,. _ •:V2.TKE..A0. ., lI' S JR.FN 6 h4.vsr .p'1S 4.c- ,; �" • ....q!TefiPAxi°. fu.t_e.n TRVIOS - 15. - TE;1212.`i - A'Ll - Ct Jr L "E n. YU►.r _.,. =_ 4 - _ MOM t , ,, l L is1 — — Eilliritiff0161 ry I • - Pt.. S T EEL ST . rt -� TE TA�, 6 fi1 , .CRETL . : S TAt ;:._SL.A 1?E. S 11 __.No ' .T. Et TS s ,PL.. T FOR.I t c.0.1%GR.ET . :Kt E_R.S`.' , V:T C E L L Ali "E O - .M:.T .. _ T - A - 1 - . ,"1C. 'C: � 1( _C - , a • A R O L D .: E. WAGONER. , , ARC I' TL • 1903- flTECTS IRA LDIN , s -4�ft I F Et PHIA 3, PA. r.. • 1 HH R L D E W A G a� � .i. , 4crz 1J' 12 -2 -57 I N D E X Section Letters V & W + Not used, Plumbing Ventilating and Air Conditioning Electrical Work Pages General Conditions (Printed Form) 1 - I'0 Supplementary General Conditions 11 - 17 General Scope of Work 18 - Demolition A - 2 Earthwork B - 3 Concrete Work C. -. 5 Structural Steel D • 2 Open Truss Steel Joist E - 2 Precast Concrete Plank F Block Masonry G _':3 Stone Masonry H 2 Flagstone 1 - 2 Waterproofing and Caulking J Aluminum Awning Windows K - 3 Miscellaneous Iron & Other Metal Work L - 6 Lumber, Carpentry & Millwork M - 8 Roofing & Sheet Metal Work N - 3 Lath, Plaster & Stucco 0 - 8 Ceramic Tile Work & Terrazzo P -3- Asphalt Tile Work QI - 2 Finishing Hardware R - 2 Painting S - 5 Glazing T Quarry T i le U XI - 1 i YI - 16 ZI 10 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida Pt:? ::!rt iu•zi cc: i i h "71 i . H. • ,•"1 u • ■)9.fl • I • i tr LI i A' ' • THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION OF BUILDINGS Standard Form of The American Institute of Architects THE STANDARD FORM OF GENERAL CONDITIONS, SIXTH EDITION, HAS RECEIVED THE APPROVAL OF THE ASSOCIATED GENERAL CONTRACTORS OF AMERICA i THE CONTRACTING PLASTERERS' INTERNATIONAL ASSOCIATION i THE NATIONAL BUILDING GRANITE QUARRIES ASSOCIATION, INC.; THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION i THI PAINTING AND DECORATING CONTRACTORS OD AMERICA, AND THE PRODUCERS' COUNCIL, INC. SIXTH EDITION, COPYRIGHT 1915 - 1918 - 1925 - 1937 - 1951 BY THE AMERICAN INSTITUTE OF ARCHITECTS, WASHINGTON, D. C. REPRODUCTION OF THE MATERIAL HEREIN OR SUBSTANTIAL QUOTATION OF ITS PROVISIONS WITHOUT PERMISSION OF THE AMERICAN INSTITUTE OF ARCHITECTS VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. INDEX TO THE ARTICLES OF THE GENERAL CONDITIONS 1. Definitions. 2. Execution, Correlation and Intent of Documents. 3. Detail Drawings and Instructions. 4. Copies Furnished. 5. Shop Drawings. 6. Drawings and Specifications on the Work. 7. Ownership of Drawings and Models. 8. Samples. 9. Materials, Appliances, Employees. 10. Royalties and Patents. 11. Surveys, Permits and Regulations. 12. Protection of Work and Property. 13. Inspection of Work. 14. Superintendence: Supervision. 15. Changes in the Work. 16. Claims for Extra Cost. 17. Deductions for Uncorrected Work. 18. Delays and Extension of Time. 19. Correction of Work Before Final Payment. 20. Correction of Work After Final Payment. 21. Owner's Right to do Work. 22. Owner's Right to Terminate Contract. Art. 1 Definitions. 23. Contractor's Right to Stop Work or Terminate Contract. 24. Application for Payments. 25. Certificates of Payments. 26. Payments Withheld. 27. Contractor's Liability Insurance. 28. Owner's Liability Insurance. 29. Fire Insurance. 30. Guaranty Bonds, 31. Damages. 32. Liens. 33. Assignment. 34. Mutual Responsibility of Contractors. 35. Separate Contracts. 36. Subcontracts. 37. Relations of Contractor and Subcontractor. 38. Architect's Status. 39. Architect's Decisions. 40. Arbitration. 41. Cash Allowances. 42. Use of Premises. 43. Cutting, Patching and Digging. 44. Cleaning Up. (a) The Contract Documents consist of the Agreement, the General Conditions of the Contract, the Drawings and Specifications, including all modifications thereof incorporated in the documents before their execution. These form the Contract. (b) The Owner, the Contractor and the Architect are those mentioned as such in the Agreement. They are treated throughout the Contract Documents as if each were of the singular number and masculine gender. (c) The term Subcontractor, as employed herein, includes only those having a direct con- tract with the Contractor and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not in- clude one who merely furnishes material not so worked. (d) Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. The term "work" of the Contractor or Subcontractor includes labor or materials or both. All time limits stated in the Contract Documents are of the essence of the Contract. The law of the place of building shall govern the construction of this Contract. (e) (f) (g) Art. 2. Execution, Correlation and Intent of Documents. -The Contract Documents shall be signed in duplicate by the Owner and the Contractor. In case the Owner and the Contractor fail to sign the General Conditions, Drawings or Specifications, the Architect shall identify them. FORM A2 General Conditions. Sixth Edition Ten Pages -Page 1. • • The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the documents is to include all labor and materials, equipment and transportation necessary for the proper execution of the work. It is not intended, however, that materials or work not covered by or properly inferable from any heading, branch, class or trade of the specifications shall be supplied unless distinctly so noted on the drawings. Materials or work described in words which so applied have a well -known technical or trade meaning shall be held to refer to such recognized standards. Art. 3. Detail Drawings and Instructions. —The Architect shall furnish with reasonable prompt- ness, additional instructions, by means of drawings or otherwise, necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. The work shall be executed in conformity therewith and the Contractor shall do no work without proper drawings and instructions. The Contractor and the Architect, if either so requests, shall jointly prepare a schedule, subject to change from time to time in accordance with the progress of the work, fixing the dates at which the various detail drawings will be required, and the Architect shall furnish them in accordance with that schedule. Under like conditions, a schedule shall be prepared, fixing the dates for the submission of shop drawings, for the beginning of manufacture and installation of materials and for the com- pletion of the various parts of the work. Art. 4 Copies Furnished.— Unless otherwise provided in the Contract Documents the Architect will furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably, necessary for the execution of the work. Art. 5. Shop Drawings. —The Contractor shall submit with such promptness as to cause no delay in his own work or in that of any other Contractor, two copies of all shop or setting drawings and schedules required for the work of the various trades, and the Architect shall pass upon them with reasonable promptness, making desired corrections, including all necessary corrections relating to artistic effect. The Contractor shall make any corrections required by the Architect, file with him two corrected copies and furnish such other copies as may be needed. The Architect's approval of such drawings or schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the Architect's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. Art. 6. Drawings and Specifications on the Work. —The Contractor shall keep one copy of all draw- ings and specifications on the work, in good order, available to the Architect and to his repre- sentatives. Art. 7. Ownership of Drawings and Models. —All drawings, specifications and copies thereof furnished by the Architect are his property. They are not to be used on other work and, with the exception of the signed Contract set, are to be returned to him on request, at the completion of the work. All models are the property of the Owner. Art. 8. Samples. —The Contractor shall furnish for approval all samples as directed. The work shall be in accordance with approved samples. Art. 9. Materials, Appliances, Employees. — Unless otherwise stipulated, the Contractor shall pro- vide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the work any unfit person or anyone not skilled in the work assigned to him. Art. 10 Royalties and Patents. —The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, but General Conditions. Sixth Edition —Ten Pages —Page 2. • • if the Contractor has information that the process or article specified is an infringement of a patent he shall be responsible for such loss unless he promptly gives such information to the Architect or Owner. Art. 11. Surveys, Permits and Regulations. —The Owner shall furnish all surveys unless otherwise specified. Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the Contractor. Permits, licenses and easements for permanent struc- tures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the drawings and specifications are at variance therewith, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall bear all costs arising therefrom. Art. 12 Protection of Work and Property. —The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect the Owner's property from injury or loss arising in connection with this Contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner. He shall adequately protect adjacent property as provided by law and the Contract Documents. The Contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisions of Federal, State, and Municipal safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hod hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a responsible member of his organi- zation on the work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the Architect by the Contractor. In an emergency affecting the safety of life or of the work or of adjoining property, the Con- tractor, without special instruction or authorization from the Architect or Owner, is hereby per- mitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act, without appeal, if so instructed or authorized. Any compensation, claimed by the Contractor on account of emergency work, shall be determined by agreement or Arbitration. Art. 13. Inspection of Work. —The Architect and his representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. If the ,specifications, the Architect's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Architect timely notice of its readiness for inspection, and if the inspection is by another authority than the Architect, of the date fixed for such inspection. Inspections by the Architect shall be promptly made, and where practicable at the source of supply. If any work should be covered up without approval or consent of the Architect, it must, if required by the Architect, be uncovered for examination at the Contractor's expense. Re- examination of questioned work may be ordered by the Architect and if so ordered the work must be uncovered by the Contractor. If such work be found in accordance with the Contract Documents the Owner shall pay the cost of re- examination and replacement. If such work be found not in accordance with the Contract Documents the Contractor shall pay such cost, unless he shall show that the defect in the work was caused by another Contractor, and in that event the Owner shall pay such cost. Art. 14. Superintendence: Supervision. —The Contractor shall keep on his work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to the Architect. The superintendent shall not be changed except with the consent of the Architect, unless the super- intendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The General Conditions. Sixth Edition —Ten Pages —Page 3. • • superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Important directions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work, using his best skill and attention. He shall carefully study and compare all drawings, specifications and other instructions and shall at once report to the Architect any error, inconsistency or omission which he may discover, but he shall not be held responsible for their existence or discovery. Art. 15. Changes in the Work. —The Owner, without invalidating the Contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, the Architect shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purposes of the building, but otherwise, except in an emergency endangering life or property, no extra work or change shall be made unless in pursuance of a written order from the Owner signed or countersigned by the Architect, or a written order from the Architect stating that the Owner has authorized the extra work or change, and no claim for an addition to the contract sum shall be valid unless so ordered. The value of any such extra work or change shall be determined in one or more of the following ways : (a) By estimate and acceptance in a lump sum. (b) By unit prices named in the contract or subsequently agreed upon. (c) By cost and percentage or by cost and a fixed fee. If none of the above methods is agreed upon, the Contractor, provided he receives an order as above, shall proceed with the work. In such case and also under case (c), he shall keep and present in such form as the Architect may direct, a correct account of the cost, together with vouchers. In any case, the Architect shall certify to the amount, including reasonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Architect's certificate. Should conditions encountered below the surface of the ground be at variance with the con- ditions indicated by the drawings and specifications the contract sum shall be equitably adjusted upon claim by either party made within a reasonable time after the first observance of the conditions. Art. 16. Claims for Extra Cost.—If the Contractor claims that any instructions by drawings or otherwise involve extra cost under this contract, he shall give the Architect written notice thereof within a reasonable time after the receipt of such instructions, and in any event before proceeding to execute the work, except in emergency endangering life or property, and the procedure shall then be as provided for changes in the work. No such claim shall be valid unless so made. Art. 17. Deductions for Uncorrected Work. —If the Architect and Owner deem it inexpedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the contract price shall be made therefor. Art. 18. Delays and Extension of Time. —If the Contractor be delayed at any time in the progress of the work by any act or neglect of the Owner or the Architect, or of any employee of either, or by any separate Contractor employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay in transportation, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Architect pending arbitration, or by any cause which the Architect shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Architect may decide. No such extension shall be made for delay occurring more than seven days before claim therefor is made in writing to the Architect. In the case of a continuing cause of delay, only one claim is necessary. If no schedule or agreement stating the dates upon which drawings shall be furnished is made, then no • claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable. This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents. General Conditions. Sixth Edition. —Ten Pages —Page 4. 1 • Art. 19 Correction of Work Before Final Payment. —The Contractor shall promptly remove from the premises all work condemned by the Architect as failing to conform to the Contract, whether incorporated or not, and the Contractor shall promptly replace and re- execute his own work in ac- cordance with the Contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work within a reasonable time, fixed by written notice, the Owner may remove it and may store the material at the expense of the Con- tractor. If the Contractor does not pay the expenses of such removal within ten days' time there- after, the Owner may, upon ten days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor. Art. 20. Correction of Work After Final Payment. — Neither the final certificate nor payment nor any provision in the Contract Documents shall relieve the Contractor of responsibility for faulty materials or workmanship and, unless otherwise specified, he shall remedy any defects due thereto - and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of substantial completion. The Owner shall give notice of observed defects with reasonable promptness. All questions arising under this article shall be decided by the Archi- tect subject to arbitration. Art. 21. The Owner's Right to Do Work. —If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract, the Owner, after three days' written notice to the Contractor may, without prejudice to any other remedy he may have, make good such de- ficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Architect shall approve both such action and the amount charged to the Contractor. Art. 22. Owner's Right to Terminate Contract. —If the Contractor should be adjudged a bank- rupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled work- men or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Architect, or otherwise be guilty of a substantial violation of any provision of the contract, then the Owner, upon the certificate of the Architect that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work including compensation for additional managemental and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided, and the damage incurred through the Contractor's default, shall be certified by the Architect. Art. 23 Contractor's Right to Stop Work or Terminate Contract. —If the work should be stopped under an order of any court, or other public authority, for a period of three months, through no act or fault of the Contractor or of anyone employed by him, or if the Architect should fail to issue any certificate for payment within seven days after it is due, or if the Owner should fail to pay to the Contractor within seven days of its maturity and presentation, any sum certified by the Architect or awarded by arbitrators, then the Contractor may, upon seven days' written notice to the Owner and the Architect, stop work or terminate this contract and recover from the Owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages. Art. 24. Applications for Payments. —The Contractor shall submit to the Architect an application for each payment, and, if required, receipts or other vouchers, showing his payments for materials and labor, including payments to subcontractors as required by Article 37. If payments are made on valuation of work done, such application shall be submitted at least ten days before each payment falls due, and, if required, the Contractor shall, before the first application, submit to the Architect a schedule of values of the various parts of the work, including quantities, aggregating the total sum of the contract, divided so as to facilitate payments to sub - General Conditions. Sixth Edition —Ten Pages —Page 5. • contractors in accordance with Article 37 (e), made out in such form as the Architect and the Con- tractor may agree upon, and, if required, supported by such evidence as to its correctness as the Architect may direct. This schedule, when approved by the Architect, shall be used as a basis for certificates of payment, unless it be found to be in error. In applying for payments, the Con- tractor shall submit a statement based upon this schedule, and, if required, itemized in such form and supported by such evidence as the Architect may direct, showing his right to the payment claimed. If payments are made on account of materials delivered and suitably stored at the site but not incorporated in the work, they shall, if required by the Architect, be conditional upon submission by the Contractor of bills of sale or such other procedure as will establish the Owner's title to such material or otherwise adequately protect the Owner's interest. Art. 25. Certificates of Payments. —If the Contractor has made application as above, the Architect shall, not later than the date when each payment falls due, issue to the Contractor a certificate for such amount as he decides to be properly due, or state in writing his reasons for withholding a cer- tificate. No certificate issued nor payment made to the Contractor, nor partial or entire use or occupancy of the work by the Owner, shall be an acceptance of any work or materials not in accordance with this contract. The making and acceptance of the final payment shall constitute a waiver of all claims by the Owner, other than those arising from unsettled liens, from faulty work appearing after final payment or from requirement of the specifications, and of all claims by the Contractor, except those previously made and still unsettled. Should the Owner fail to pay the sum named in any certificate of the Architect or in any award by arbitration, upon demand when due, the Contractor shall receive, in addition to the sum named in the certificate, interest thereon at the legal rate in force at the place of building. Art. 26. Payments Withheld. —The Architect may withhold or, on account of subsequently dis- covered evidence, nullify the whole or a part of any certificate to such extent as may be necessary to protect the Owner from loss on account of : (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the Contractor to make payments properly to subcontractors or for material or labor. (d) A reasonable doubt that the contract can be completed for the balance then unpaid. (e) Damage to another Contractor. When the above grounds are removed payment shall be made for amounts withheld because of them. Art. 27. Contractor's Liability Insurance. —The Contractor shall maintain such insurance as will protect him from claims under workmen's compensation acts and from claims for damages because of bodily injury, including death, which may arise from and during operations under this Contract, whether such operations be by himself or by any subcontractor or anyone directly or indirectly em- ployed by either of them. This insurance shall be written for not less than any limits of liability specified as part of this contract. This insurance need not cover any liability imposed by Article 31 of these General Conditions. Certificates of such insurance shall be filed with the Owner if he so re- quires. Art. 28. Owner's Liability Insurance. —The Owner shall be responsible for and at his option may maintain such insurance as will protect him from his contingent liability to others for damages be- cause of bodily injury, including death, which may arise from operations under this contract, and any other liability for damages which the Contractor is required to insure under any provision of this contract. Art. 29. Fire Insurance. —The Owner shall effect and maintain fire insurance upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value thereof, including items of labor and materials connected therewith whether in or adjacent to the structure insured, materials in place or to be used as part of the permanent construction including surplus materials, shanties, protective fences, bridges, or temporary structures, miscel- laneous materials and supplies incident to the work, and such scaffoldings, stagings, towers, forms, and equipment as are not owned or rented by the contractor, the cost of which is included in the General Conditions. Sixth Edition —Ten Pages —Page 6. • • cost of the work. EXCLUSIONS: This insurance does not cover any tools owned by mechanics, any tools, equipment, scaffolding, staging, towers, and forms owned or rented by the Contractor, the capital value of which is not included in the cost of the work, or any cook shanties, bunk houses or other structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner as Trustee for the insureds as their interests may appear, except in such cases as may require payment of all or a proportion of said insurance to be made to a mortgagee as his interests may appear. The Contractor and all subcontractors shall be named or designated in such capacity as insured jointly with the Owner in all policies, all of which shall be open to the Contractor's inspection. Certificates of such insurance shall be filed with the Contractor if he so requires. If the Owner fails to effect or maintain insurance as above and so notifies the Contractor, the Contractor may insure his own interest and that of the subcontractors and charge the cost thereof to the Owner. If the Con- tractor is damaged by failure of the Owner to maintain such insurance or to so notify the Contrac- tor, he may recover as stipulated in the contract for recovery of damages. If extended coverage or other special insurance not herein provided for is required by the Contractor, the Owner shall effect such insurance at the Contractor's expense by appropriate riders to his fire insurance policy. If required in writing by any party in interest, the Owner as Trustee shall, upon the occurrence of loss, give bond for the proper performance of his duties. He shall deposit any money received from insurance in an account separate from all his other funds and he shall distribute it in accord- ance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the Owner, another by joint action of the other parties in interest, all other pro- cedure being as provided elsewhere in the contracts for Arbitration. If after loss no special agree- ment is made, replacement of injured work shall be ordered and executed as provide for changes in the work. The Trustees shall have power to adjust and settle any loss with the insurers unless one of the Contractors interested shall object in writing within three working days of the occurrence of loss, and thereupon arbitrators shall be chosen as above. The Trustee shall in that case make settle- ment with the insurers in accordance with the directions of such arbitrators, who shall also, if distribution by arbitration is required, direct such distribution. Art. 30. Guaranty Bonds. —The Owner shall have the right, prior to the signing of the Contract, to require the Contractor to furnish bond covering the faithful performance of the Contract and the payment of all obligations arising thereunder, in such form as the Owner may prescribe and with such sureties as he may approve. If such bond is required by instructions given previous to the sub- mission of bids, the premium shall be paid by the Contractor; if subsequent thereto, it shall be paid by the Owner. Art. 31. Damages. —If either party to this Contract should suffer damage in any manner because of any wrongful act or neglect of the other party or of anyone employed by him, then he shall be reimbursed by the other party for such damage, provided, the Owner shall be responsible for and at his option insure against loss of use of any of his existing property, due to fire or otherwise, how- ever caused. Claims under this clause shall be made in writing to the party liable within a reasonable time of the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. The Contractor is relieved of responsibility for damages to the work due to causes beyond the control of and without fault or negligence of the Contractor. Art. 32. Liens.— Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the releases and receipts include all the labor and material for which a lien could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify him against any lien. If any lien remain unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. Art. 33. Assignment. Neither party to the Contract shall assign the Contract or sublet it as a General Conditions. Sixth Edition. —Ten Pages —Page 7. whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. Art. 34. Mutual Responsibility of Contractors.— Should the Contractor cause damage to any separate contractor on the work the Contractor agrees, upon due notice, to settle with such con- tractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceedings at the Owner's expense and, if any judgment against the Owner arise therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Owner. Art. 35. Separate Contracts. —The Owner reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the intro- duction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Architect any defects in such work that render it unsuitable for such proper execution and results. His failure so to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. To insure the proper execution of his subsequent work the Contractor shall measure work already in place and shall at once report to the Architect any discrepancy between the executed work and the drawings. Art. 36. Subcontracts. —The Contractor shall, as soon as practicable after the execution of the contract, notify the Architect in writing of the names of subcontractors proposed for the principal parts of the work and for such others as the Architect may direct and shall not employ any that the Architect may within a reasonable time object to as incompetent or unfit. If the Contractor has submitted before execution of the contract a list of subcontractors and the change of any name on such list is required in writing by the Owner after such execution, the contract price shall be increased or diminished by the difference in cost occasioned by such change. The Architect shall, on request, furnish to any subcontractor, wherever practicable, evidence of the amounts certified on his account. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the Owner. Art. 37. Relations of Contractor and Subcontractor. —The Contractor agrees to bind every Sub- contractor and every Subcontractor agrees to be bound by the terms of the Agreement, the General Conditions, the Drawings and Specifications as far as applicable to his work, including the follow- ing provisions of this article, unless specifically noted to the contrary in a subcontract approved in writing as adequate by the Owner or Architect. This does not apply to minor subcontracts. The Subcontractor agrees — (a) To be bound to the Contractor by the terms of the Agreement, General Conditions, Draw- ings and Specifications, and to assume toward him all the obligations and responsibilities that he, by those documents, assumes toward the Owner. (b) To submit to the Contractor applications for payment in such reasonable time as to enable the Contractor to apply for payment under Article 24 of the General Conditions. (c) To make all claims for extras, for extensions of time and for damages for delays or other- wise, to the Contractor in the manner provided in the General Conditions for like claims by the Contractor upon the Owner, except that the time for making claims for extra cost is one week. The Contractor agrees — (d) To be bound to the Subcontractor by all the obligations that the Owner assumes to the Contractor under the Agreement, General Condit ions, Drawings and Specifications, and vy e1! ttee Provisions thereof affording remedies and redress t o the Contractor from the Owner. General Conditions. Sixth Edition —Ten Pages —Page 8. • i (e) To pay the Subcontractor, upon the payment of certificates, if issued under the schedule of values described in Article 24 of the General Conditions, the amount allowed to the Contractor on account of the Subcontractor's work to the extent of the Subcontractor's interest therein. (f) To pay the Subcontractor, upon the payment of certificates, if issued otherwise than as in (e), so that at all times his total payments shall be as large in proportion to the value of the work done by him as the total amount certified to the Contractor is to the value of the work done by him. (g) To pay the Subcontractor to such extent as may be provided by the Contract Documents or the subcontract, if either of these provides for earlier or larger payments than the above. (h) To pay the Subcontractor on demand for his work or materials as far as executed and fixed in place, less the retained percentage, at the time the certificate should issue, even though the Architect fails to issue it for any cause not the fault of the Subcontractor. (j) To pay the Subcontractor a just share o3 any fire insurance money received by him, the Contractor, under Article 29 of the General Conditions. (k) To make no demand for liquidated damages or penalty for delay in any sum in excess of such amount as may be specifically named in the subcontract. (1) That no claim for services rendered or materials furnished by the Contractor to the Sub- contractor shall be valid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten days of the calendar month following that in which the claim originated. (m) To give the Subcontractor an opportunity to be present and to submit evidence in any arbitration involving his rights. (n) To name as arbitrator under arbitration proceedings as provided in the General Conditions the person nominated by the Subcontractor, if the sole cause of dispute is the work, materials, rights or responsibilities of the Subcontractor; or, if of the Subcontractor and any other subcontractor jointly, to name as such arbitrator the person upon whom they agree. The Contractor and the Subcontractor agree that — (o) In the matter of arbitration, their rights and obligations and all procedure shall be analogous to those set forth in this contract. Nothing in this article shall create any obligation on the part of the Owner to pay to or to see to the payment of any sums to any subcontractor. Art. 38. Architect's Status. —The Architect shall have general supervision and direction of the work. He is the agent of the Owner only to the extent provided in the Contract Documents and when in special instances he is authorized by the Owner so to act, and in such instances he shall, upon request, show the Contractor written authority. He has authority to stop the work when- ever such stoppage may be necessary to insure the proper execution of the Contract. As the Architect is, in the first instance, the interpreter of the conditions of the Contract and the judge of its performance, he shall side neither with the Owner nor with the Contractor, but shall use his powers under the contract to enforce its faithful performance by both. In case of the termination of the employment of the Architect, the Owner shall appoint a capable and reputable Architect, against whom the Contractor makes no reasonable objection, whose status under the contract shall be that of the former Architect; any dispute in connection with such appointment to be subject to arbitration. Art. 39. Architect's Decisions. —The Architect shall, within a reasonable time, make decisions on all claims of the Owner or Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the Contract Documents. The Architect's decisions, in matters relating to artistic effect, shall be final, if within the terms of the Contract Documents. Except as above or as otherwise expressly provided in the Contract Documents, all the Archi- tect's decisions are subject to arbitration. If, however, the Architect fails to render a decision within ten days after the parties have presented their evidence, either party may then demand arbitration. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but shall not disturb or interrupt such proceedings except where such decision is acceptable to the parties concerned. General Conditions. Sixth Edition —Ten Pages —Page 9. • Art. 40. Arbitration. —All disputes, claims or questions subject to arbitration under this contract shall be submitted to arbitration in accordance with the provisions, then obtaining, of the Standard Form of Arbitration Procedure of The American Institute of Architects, and this agreement shall be specifically enforceable under the prevailing arbitration law, and judgment upon the award rendered may be entered in the court of the forum, state or federal, having jurisdiction. It is mutually agreed that the decision of the arbitrators shall be a condition precedent to any right of legal action that either party may have against the other. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Owner. Notice of the demand for arbitration of a dispute shall be filed in writing with the Architect and the other party to the contract. If the arbitration is an appeal from the Architect's decision, the demand therefor shall be made within ten days of its receipt; in any other case the demand for arbitration shall be made within a reasonable time after the dispute has arisen; in no case, however, shall the demand be made later than the time of final payment, except as otherwise expressly stipu- lated in the contract. The arbitrators, if they deem that the case requires it, are authorized to award to the party whose contention is sustained, such sums as they or a majority of them shall deem proper to com- pensate him for the time and expense incident to the proceeding and, if the arbitration was demanded without reasonable cause, they may also award damages for delay. The arbitrators shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the proceedings upon either or both parties. Art. 41. Cash Allowances. —The Contractor shall include in the contract sum all allowances named in the Contract Documents and shall cause the work so covered to be done by such con- tractors and for such sums as the Architect may direct, the contract sum being adjusted in conform- ity therewith. The Contractor declares that the contract sum includes such sums for expenses and profit on account of cash allowances as he deems proper. No demand for expenses or profit other than those included in the contract sum shall be allowed. The Contractor shall not be required to employ for any such work persons against whom he has a reasonable objection. Art. 42. Use of Premises. —The Contractor shall confine his apparatus, the storage of materials and the operations of his workmen to limits indicated by law, ordinances, permits or directions of the Architect and shall not unreasonably encumber the premises with his materials. The Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety. The Contractor shall enforce the Architect's instructions regarding signs, advertisements, fires and smoking. Art. 43. Cutting, Patching and Digging. —The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon, or reasonably implied by, the Drawings and Specifications for the completed structure, and he shall make good after them as the Architect may direct. Any cost caused by defective or ill -timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Architect. Art. 44. Cleaning Up. —The Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, and at the completion of the work he shall remove all his rubbish from and about the building and all his tools, scaffolding and surplus materials and shall leave his work "broom- clean" or its equivalent, unless more exactly specified. In case of dispute the Owner may remove the rubbish and charge the cost to the several contractors as the Architect shall determine to be just. General Conditions. Sixth Edition —Ten Pages —Page 10. SUPPLEMENTARY GENERAL CONDITIONS Ammendments and Additions to General Conditions of the American Institute of Architects. ARTICLE 1 - DETAIL DRAWINGS AND INSTRUCTIONS. Add to Article 3 of the General Conditions the following: In giving additional instructions, the Architect shall have the authority to make minor changes in the work not involving extra cost, and not inconsistent with the purposes of the building. ARTICLE 2 - COPIES FURNISHED. Add to Article 4 of the General Conditions the following: Ten (10) copies of Contract Drawings and Specifications and three (3) copies of details will be furnished the General Contractor free of charge. ARTICLE 3 - MATERIALS, APPLIANCES, EMPLOYEES. Add to the first paragraph of Article 9 of the General Conditions the following: • • The Contractor shall, except where otherwise specified, furnish all scaf. folding, underpinning, ;lumping and shoring, and temporarily close up openings during the winter months so that work can proceed. The Contractor shall install temporary electric light connections on each floor located conveniently for the use of all subcontractors during the interior finish of the building; electricity for temporary lighting shall be furnished by the Contractor. The Contractor shall furnish all water for construction purposes. Where materials, apparatus and appliances are definitely specified by make or kind, other articles of equal capacity, material, design, workmanship and space occupied may be substituted providing that the written approval of the Architect be given. ARTICI J - PROTECTION OF THE WORK AND PROPERTY. Add to Article 12 of the General Conditions the following: He shall protect all adjacent properties from injury or loss arising in connection with the Contract. The entire - operation shall be at the Contractorts risk concerning the damaging or loss of any material whether incorporated unincorporated in the building, except as otherwise noted under Article 29 of the General Conditions. New Education Building Miami Shores' Presbyterian Church 12 -2 -57 - 11 •. Miami Shores, Florida. ARTICLE 7 - GUARANTY BONDS. 12 -2 -57 • • ARTICLE 5 - INSPECTION OF WORK. Add to Article 13 of the General Conditions the following: Tests: During the progress of the work the contractor shall make any tests of workmanship or materials - deemed necessary by the Architect, to determine -- whether the specifications being carried out, supplying all labor and mater. ial required for such tests without extra charge. ARTICLE 6 - CORRECTION OF WORX AFTER FflT!LL PAYMENT. Add to Article 20 of the General Conditions the following paragraph: The Contractor shall deliver to the before final payment a letter - agreeing to remedy any defects due to faulty materials or workmanship and to pay for any dama to other work resulting therefrom, which shall appear within a period of one (1) year from the date of final certificate. Omit Article 30 of the General Conditions and substitute the following: The Contractor agrees to deliver to the Owner upon the signing of the -- Contract Documents a bond covering the faithful performance of the Contract and the payment of all obligations arising thereunder; the bond shall be with a Corporate Surety in - a form satisfactory to the Owner. Bond shall also guarantee work and material for one year after completion of the Contract. The bond so given shall. be in the full amount of the Contract.. All premiums shall be paid by the Contractor, and evidence shall be to Owner and Architect that the parent Bonding Company has agreed to bond the contractor. ARTICLE 8 - LIENS. Add to Article 32 of the General Conditions the following: Waiver of The Contractor covenants and agrees that in accordance with the latest State Act affecting liens, he will file with the proper official, a Waiver Of Liens, at such time, in such manner and consisting of such documents as are required by law, in order to fully protect the Owner. The Contractor shall pay for and immediately deliver to the Owner the receipt for this Waiver of Liens. ARTICLE 9 - SUB-CONTRACTS, "Omit the first tWo paragraphs of Article 36 of the General Conditions and substitute the following: New Education Building - Miami Shores Presbyterian Church - 12 - Miami Shores. Florida. • ,+ . The Contractor shall, within a reasonable time, give to the Architect in writing, the names of sub - contractors proposed for the principal parts of the work, and for such - other parts as the Architect may direct, and shall not at - -- any time enter into Contract with any sub- contractors without the written appro- val of the Architect, or With any sub- contractors who may be objected to by the Architect as incompetent or unfit. ARTICLE 10 - RELATIONS OF CONTRACTOR AND SUBCONTRACTOR. Add the following paragraph to Article 37 of the General Conditions: The subcontractor agrees - To examine, as to its proper condition, any connecting or preceding work which is in any way to their work, and report in writing to the Contractor any defects or deficiency in the same. Failure to give such notice shall be considered as an acceptance of the condition of such existing - wort: and of it suitability for receiving the new work and will act as a waiver of any claims to the contrary. He shall also, during the progress of the work, build in, attach or connect any parts or materials which - may be .furnished to - him which should be secured -to or - enter into construction of the work, and shall supply to other subcon= tractors any and all parts or materials necessary for their work which are to be installed by other subcontractors. He shall also be bound by the conditions of Article 36 of the General Conditions. ARTICLE 11 - RESPONSIBILITY REGARDING CONSTRUCTION, PIATLRIALS, ETC. The following Article is added to the General Conditions: Should the Contractor object to the method or strength of the construction, the methods of procedure or the materials specified, he shall have the same adjusted before entering into this contract with the Owner. Procedure without such notice shall be construed as an acceptance of the contract drawings and specifications and a waiver of all claims to the contrary. If, after the work is underway, the contractor should object to any of the methods or strength of the construction, the method of procedure, or the-mater- ials specified on any of .full size or other detail drawings or specifica- tions that may be issued by the Architect to further carry out the work, he shall so notify the Architect in writing and have the same adjusted before proceed- ing with the work:. Procedure without any Such notice will be construed as an acceptance of the drawings and specifications and a waiver of all claims to the contrary. No shall at any time be made in either the drawings or specifications without the written approval of the Architect. 12 -2 -57 • • New Education Building -- Miami Shores Presbyterian Church - 13 - Miami Shores, Florida. • .4 ,•• ' , . ; ; ,.• , • ' ...it •('' • - _.• 7 ' • *::"•••7 • • : (_■;7-7.77. • . ...'77 - 7 . ' J • -` . • •7 • . ' - • • ; - • (:H • ; . ,• ; • • !,'.);.; -..-••••••=• • ' - .7 - • • "4'.• ' • . • , •.... ..•. • . •- . • • ' r. C. • • ' • . * - - • ::, • . •7. ..,.‘ ARTICLE 12 - MAINTENANCE .OF BUILDING. The following Article is added to the General Conditions: The Contractor shall maintain the building until it is completed or accepted by the Owner. This includes the supplying of all fuel, water and electricity, and the necessary engineers or other mechanics as necessary for maintaining heat in building, etc. Heat shall be maintained at all. - times as necessary for thoroughly protecting the building and not delaying its progress, and, if re- quired by the Architect, temporary connections of radiators shall be made. - All expenses incurred by these services shall be paid for by the General Con- tractor. The Contractorts responsibility for supplying fuel, water and electricity - shall cease as soon as the Architect issues his certification of the completion of the building, but in no case shall this be later than the date on which the entire building is ready for occupancy by the Owner. Should the Owner occupy a portion of the building before the Architectts certification, any consumption by the Owner of fuel, water or electricity shall be adjusted. ARTICLE 13 - SANITARY ARRANGEMENTS. The following Article is added to the General Conditions: The Contractor shall provide, install and maintain for duration of work as required, adequate temporary toilet facilities for all workmen employed on the site of the project. The facilities shall be kept - in a clean, dry and sanitary condition acceptable to the Architect, and all legally constituted authorities at all times. ARTICLE 14. - PROGRESS PHOTOGRAPHS. ARTICLE 15 - a..u. M LAYING OUT WORK. -O � rr The following Article is added to the General Conditions: The Contractor shall monthly supply the Architect with photographs of the operation. Views shall be taken as directed by the Architect, and not more than two separate views shall be called for each month. Supply three sets of 8" x 10" prints mounted on linen of all negatives taken. The following Article is added to the General Conditions: The Contractor shall employ an authorized Registered Engineer to locate all necessary property and party lines and levels, and shall be responsible for the proper location of the in accordance with this data and with any supple mentary data as shown on drawings. He shall give all the necessary lines, level$, 12 -2 -57 New . Education Building - -- Miami Shores'Presbyterian - 14 - Miami Shores, Florida. locations and measurements to all on the work, and he will be held responsible for their accuracy, and no pleas 4s to the acts, orders, directions or super- vision of the Architect or any other person employed by him shall be admitted justification of any error of construction or departure from the terms of the contract unless such orders or directions were explicitly given in writing by the Architect or his representative. ARTICLE 16 - BUILDING CODE REQUIREMENTS AND PERMITS. The following Article is added to the General Conditions: All workmanship and materials, whether or not herein specifically mentioned, unless noted to the contrary, shall be in strict accordance with all State, Local, or other Codes, laws or ordinances governing the work. Contractor must procure and pay for all permits, whether of a temporary or permanent nature, to allow the construction to be executed. ARTICLE 17 - CONTRACT PAYMENTS. 12 -2 -57 • The Owner agrees to make payments to the Contractor on the following basis: On or about the 10th day of each month, ninety percentum (90 %) of the value, proportioned to the amount of the contract, of labor and materials incorporated in the work, plus ninety percentum (90 %) of the materials unincorporated in the work, but actually delivered on the premises in good condition, properly pro- tected, and so certified by the Contractor and approved by the Architect. ARTICLE 19 - OFFICE - SHEDS - TELEPHONE. The Contractor shall erect and maintain on the premises an adequate temporary office for his use in connection with this Contract. He shall provide therein a telephone for the use of all concerned. He shall also provide adequate and satisfactory protection for all materials to be used in the building. New Education Building, Miami Shores "Presbyterian Church Miami Shores, Florida. •'1 r., ARTICLE 19 - CONTRACT DRAWINGS ARCHITECTURAL: NO, 1. 2, 3 1�. 5. 6 7. 8. 9. STRUCTURAL: PLUMBING ELECTRICAL 12 -2 -57 • • The following listed drawings shall constitute the contract drawings: TITLE Plot & Roof Plans First Floor Plan Second Floor Plan Elevations Sections Fellowship Hall Details Education Bldg, Details Patio Details Miscellaneous Details S -1 Foundation Plan S-2 Second Floor Framing Plan S -3 Roof Framing Plan S-4 Foundation Sections S -5 Second Floor Sections S-6 Roof Sections 5_7 Column schedule & Typ Details 5-8 Schedules & Typical Details S-9 Truss Details P -1 Plumbing Plot Plan and Retails P -2 First Floor Plumbing Plan P -3 Second Floor P l u m b i n g PIan VENTILATING AND AIR CONDITIONING AC -I First Floor Plan AC -2 Second Floor Plan AC -3 Schedules and Details E -I First Floor Electrical Plan E -2 Second Floor Electrical Plan E -3 Electrical Risers and Schedules DATE 12 -2 -57 1t 1t ,t 1t 1t 1t 11 11 12 ■2 ■57 11 tt 11 11 n 1t 1t n 12 -2 -57 n It 12 -2 -57 1► 12 -2 -57 n It New Education Building Miami Shores Presbyterian Church - 16 - Miami Shores, Florida •1 • • • •;)r •�'.. >.. .. ...:ill 72, 1!} 1 .... ' ;1'.O i • i STANDARD DETAILS: No. Title Date 1 & 2 Abbreviations 12 -2 -57 3 Indications of Materials 9 11 Door Types 9 14 Door Sect ions " 17 Interior Door Frames " 26 Base Types " 28 Trims n 3 Robing Closet " 6o Stairs 9 6 3 Louvres ARTICLE 20 - PROPOSAL - ALTERNATES - UNIT PRICES. a - Proposal - Base Bid will be required which shall be a lump sum price for all the work covered by the drawings and specifications of the entire project including plumbing, ventilating, air conditioning, and electrical work. b - Alternates - State the amountto be added or deducted from the Base Bid for all alternates as may be noted in Form of Proposal. 12 -2 -57 c - Unit Prices: More or less. • • (1) Machine Excavation per cubic yard. (2) Hand Excavation per cubic yard. (3) RodcExcavation per cubic yard, with allowance therein for equal amount of earth excavation. (.) Concrete specified in place per cubic yard. (5) Forms - Contact area In place per squaro foot. (6) Reinforcing Steel - in place per pound. (7) Additional Fill in place per cubic yard. New Education Building Miami Shores Presbyterian Church - 17- Miami Shores, Florida • • i • GENERAL SCOPE OF WORK 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. WORK INCLUDED. The work under this contract consists of furnishing all plant,labor, materials equipment, transportation, including fuel, power and utility services, and performing all operations, in strict accordance with these specifications, the drawings described herein, and any addenda, instructiong, revisions and supplemental detail drawings issued subsequently, for construction of the New Education Building for the Miami Shores Presbyterian Church, Miami Shores, Florida. 3. LOCATION The site of the work contemplated under the contract is located on the West side of Railroad Avenue, between N.E. 95th Street and N.E. 96th Street, Miami Snores, Florida. , WORK OMITTED FROM THIS CONTRACT. Items noted N.1.C. on the drawings shall not be included in the contract. a - Movable Furnishings, including Chairs, Tables, Venetian Blinds, Curtains for Windows, W a l l Hangings and Tapestries. b - Window and Door Screens. c - Kitchen Equipment, except as noted. d - Lightning Conductors. e Outside miscellaneous work: Rough Grading except as specified; Finish - Grading and Top Soil; Planting, Seeding. and Sodding; Walks and Drives, etc. New Education Building Miami Shores Presbyterian Church 12 -2 -57 - 18 - Miami Shores, Florida • if.: - • : • • 1. - r, • .' • i • Il• DEMOLITION 1. GENERAL AND STJPPLEMENTARY GENERAL CONDITIONS. These govern and are apart of this Contract. 2. SCOPE OF WORK. Furnish all labor, materials, equipment'and incidentals required to take down or otherwise demolish and remove from the premises, unless otherwise specified, those parts of the existing building necessary to permit the alteration and new construct; ion shown on the drawings'and herein specified, together with the attendant shoring, needling and underpinning, and the protection of the property during the operation. The existing air - conditioning room under Pastor's Study shall remain, from exterior South wall to North wall of stated room and from the Sanctuary wall, to East side of existing exterior steps, including the present floor slab on ground and pre- sent slab over stated room supported on concrete joists. All other portions of exist- ing building to South, East and North of Sanctuary shall be removed as indicated on the drawings. All portions'of the demolition exposed to the elements shall be closed in and made weathertight, and proper drainage provided to approval. 3. EXAM NATION OF SITE. The Contractor shall satisfy himself by direct observation and examination of the location of the work, as to the character of and conditions under which the work will be done. No claim for extra compensation will be allowed for unseen difficul- ties encountered. 4. DEMOLITION. All parts as required shall be carefully taken down and remaining parts shored up and made structurally safe. Where services and utilities interfere they shall be cut off and capped if they do not deprive the existing building of any services, otherwise they shall be re- routed to suit. The existing barbecue pit, if found to interfere with construction of new build- ings, shall be removed. The demolition shall be performed in such manner as to avoid hazard to persons and property and to prevent dust and flying particles by keeping work thoroughly wetted down. Avoid interference with the use of the existing buildings or interrup- tion of free passage to and from same. Install all protective barriers required so as to permit use of existing prem- ises. All debris shall be removed from the premises as it accumulates. 12 -2 7 New Education Building, Miami Shores'Presbyterian Church A-1 Miami Shores, Florida. r • .•, 4�1. 1_�7 • L! .. : ^;' is CUTTING AND UNDERPINNING. Do all necessary cutting of walls and floors, including shoring, needling and underpinning as required, to install new columns and footings in vicinity of air- conditioning room to East of Sanctuary. Cuts in existing walls and floors (to re- main) to be made as neatly as possible. See specifications for "Waterproofing and Caulking" for sealing of joints between walls of air - conditioning room and new columns. 6. MATERIALS FROM DEMOLITION. All materials from the demolition shall be removed from the premises. Only such materials that are in good condition and are so indicated to be re -used shall be re- paired or otherwise re- conditioned and properly stored for re-use at the required time. The existing vault door and frame shall be carefully removed to avoid damage to same. Door to be installed in new location shown, by Masonry Contractor. 12.2 -57 New Education Building, Miami Shore s'Pre3byterian Church 1.2 Miami Shora9, Florida. • • 4 . CLEARING, • • EARTHWORK 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONb. These govern and are a part of this Contract. 2. SCOPE OF WORK. Furnish all labor, materials and equipment for all clearing, excavation, shoring, filling, backfilling, puddling, rough grading, etc,, essential ,to complete the work required in accordance with the drawings and as specified herein, except Excavation and Backfilling as may otherwise be noted under the specifications for "Plumbing ", "Ventilating and Air Conditioning ", and "Electri,y cal Work ". 3. TREES. Remove as directed all trees, shrubs, including stumps and major roots, from the site. Box and properly protect all remaining trees and shrubs subject to damage during the operation. t • Remove all obstructions to the erection of the building and rough grade the site as required by the Site Plan. Remove all sod and top soil to a depth of 4 inches over the area of the site, as indicated by the Site Plan. All clean top soil shall be stacked to approval of the Architect for future use. Sod and roots shall be removed from the premises. 5. UTILITIES. Any utilities encountered shall be supported, shored up or otherwise pro- tected until further instructions are given by the Architect who shall be imme- diately informed of the existing conditions. Existing electric service pole removed and relocated as specified under "Electrical Work". Where services and utilities interfere and are not needed for any purpose, they shall be cut off and capped. This contractor shall contact and get the utility companies to cooperate, and shall pay all necessary fees therefore. 6 . PROTECTION. Contractor shall meet all local regulations requiring protection of person and property. Construct all barricades to assure protection of the public and workmen wherever required. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. 12 -2 -57 B .. 1 1 . • k t • • r C. J . •••.v: , .. ' ' - •:' :_.:1A.: ... ' s. .. • ' .. .. .. ... . . ,. . ,, ,. ' .. • ..,. 'fa) . '-, .....---. ' 1...' .' '.0;: -.... ..7 . • r • ...,. • • . ;%. • . • 0 Cs,c*. 111 ; • • • P.:7 fj. • • :'•■• ; " • .f . ;:. • - • ''.;;• H _. • • - 1 r• ?;;;.' t.: . •.:,;: ' '• _ 4+ o • . . 7". .7."2 — • - 7. EXCAVATION, a - General - 10. EARTH FILL, • • (1) Excavate to required levels for all floors on ground (to bottom 6f cindet or gmavel fill), and for all footings, grade beams, walls, piers, etc., to the depths and widths shown on drawings. Excess depth of excavation for foundations shall be filled with concrete. ( C —ry do unless otherwise noted, all foundation walls, footings of walls, pier.y, columns, etc., to hard firm earth or other approved prepared bottcis . 'Foundations or footings must not rest on fill nor on old foundations, nor be less than 2 feet below the finished grade, nor less than 18 inches below existing grade. (3) Excavation to permit the inspection and application of waterproofing of foundations. (14) b - S?� oring earth. c - Water - method. Only rock (not old foundations) requiring drilling or blasting for its removal, shall be considered rock foundation. For rock excavation the Contractor shall receive a unit price allowance agreed upon. - Shore the excavations as required, to prevent displacement of Comply with all regulations pertaining to shoring at streets. Excavations shall be kept free of water at all times by approved 8. BACKFILLING. After inspection and approval of walls and foundations, the Contractor shall refill trenches with approved earth well puddled and rammed, care being exercised to avoid an excess of water and the retention of water in soil of a loamy character. All backfill shall be placed in layers not exceeding 8" in depth and rammed to the satisfaction of the Architect. 9. DISPOSAL OF MATERIALS. a - Earth or rock materials from excavation may be re -used if approved by the Architect. b - Remove from the ptemises all earth and rock not re-used, and all other materials, debris, rubbish, etc., from the excavation. • Provide necessary earth fill for floors and other areas in accordance with the drawings. Approved clean earth shall be spread and thoroughly tamped in layers of not over 8" and puddled over areas requiring fill. Where cone eted, the areas shall be at the proper elevations to take the construction of the floors and steps, etc. New Eudca 1. an Bu; l ling Miami Shot . byterian Church 12.2 -57 B-2 Miami. Shores, Florida. • • • • • . • For cinder or gravel fill for floor slabs on ground see specifications for "Concrete Work ". 11. ROUGH GRADING. Rough grading of the'prc ett, . including out cuts and fills-to-be as shown on tht: Site Plan. Rough grading, after settlement, shall be 4 inches below the establis1i finished grades, Approved clean fill materials for rough grading of the area wi ,h12 the site lines shall be furnished as required. Divert all surface water from the building. 12. UNIT PRICES. State in Proposal the following unit prices for additional work and for less work: 12 -2 -57 a - Per cubic yard of machine excavation. b - Per cubic yard of hand excavation. c - Per cubic yard of rock excavation with allowance therein for the cost of an equal amount of earth excavation. d - Per cubic yard of fill in plane.. New Education Building, Miam . Shores Church B-3 Miami Shop fJ, F1,7frida. • • 3. REGULATIONS. 12:2 -57 CONCRETE WORK 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. The Contractor for this part of the work shall furnish all labor, equipment and materials necessary to complete all plain and reinforced concrete work shown, implied or required to complete the construction cf this part of the work. In general; this fiorlc consists of the construction of footings, foundation walls slabs on ground, beams,slabs, columns, grade beams, slabs on bar joists, pedestals, etc., building in of all anchors, anchor bolts and sleeves furnished by others. All concrete shall be reinforced and shall be detailed and erected in accordance with the building regulations for Reinforced Concrete (ACI 318 -56 and 315 -51) as - .adopted by the American Concrete Institute. 4. INSPECTION. This contractor shall allow seventy -five cents (75) per cubic yard of concrete for concrete inspection. Concrete inspector to be a Registered Engineer capable of designing a similar structure. Inspection to be in accordance with the ACI manual bf Concrete Inspection. Submit name to Architect for approval. 5. SHOP DRAWINGS. The Contractor shall submit to the Architect for approval 4 sets of shop draw- ings showing all reinforcing steel details.. 6. MATERIALS. Portland Cement: ASTM C150 - Type I Concrete Aggregates: ASTM C33 Water: Potable Reinforcing Bars: ASTM Al5 & A305 Welded Wire Fabric: ASTM A185 Ready -mixed concrete: (Mixed at Batcher Plant and in transit) ASTM C94. New Education Building Miami Shores Church Miami Shores, Florida. r'r� Concrete Strength at 28 days: Foundations, walls, grade beams, slabs on ground, pedestals, slabs on bar joists and columns poured monolithically with walla; to be 2500 p.s.i. minimum at 28 days with Pozzolith or approved equal admixture. Minimum cement content 510# per cubic yard. Maximum slump 4 -1/2 ". Structural Beams, columns (except as noted above) and slabs to be 3000 p.s.i. at 28 days with Pozzolith or approved equal admixture. The minimum cement content 575# per cubic yard. Maximum slump t -1/2 ". Pozzolith densifier shall be used with all concrete except footings. Pozzolith shall be added at the rate of 0.4 pound per bag of cement. Addition of Pozzolith shall not be considered in arriving at the strength of the mix (cement shall not be omitted from the regular mix to obtain the specified strength). Type 4A Pozzolith shall be used for average weather conditions. Except as specified in following paragraph, no other admixtures permitted. All concrete for slabs on ground,'in addition to Pozzolith, to contain - "Hydratite" water repellent admixture, as manufactured by A. C. Horn Company, or approved equal. Hydratite to be added at the rate of 1 pound or 1 pint per bag of cement in accordance with manufacturer's instructions. Include all metal accessories such As bolsters, necessary for properly placing, spacing, supporting Accessories shall be galvanized only in those areas exposed. Maximum spacing of accessories: 4' 0" on for slabs. 7. WORKMANSHIP. 12 -2.57 6 • • chairs, ties and other devices and fastening reinforcements. where concrete work is to remain center. Use #5 support bars Plain and reinforced concrete: Mix and place in accordance with the requirements of the building code for Reinforcement of Concrete (ACI 318.•56) of the American Concrete Institute. Form Design, Form Removal, Curing of Concrete, Cold Weather Requirements and tests on concrete: Comply in general with the accepted practice of the American Concrete Institute with the exception that one test (4 cylinders) shall be made for each 50 cubic yards of concrete or a day's pour. Two cylinders to be broken at seven days and two at twenty -eight days. No tests for 10 cubic yards or less. Testing of cylinders shall be done by an approved laboratory and paid for by Contractor. Concrete Curingl Concrete to be kept in a damp state for the first seven days by covering with sisalkraft paper or 6" straw and wetting as often as neces- sary with a hose or other spray type device. Minimum temperature top of slab during cuing: 50 degrees F. Apply heat below when necessary to maintain this temperature. New Education Building Miami ShoresPresbyterian Church Miami Shores, Florida. C..2 ■ i _'. .. 9 .. • • r Form Removal: 'Where the structure as'a whole is supported on shores, the re- movable floor forms, beam and girder sides, column and similar vertical forms may be removed after 36 hours, providing the concrete is sufficiently hard not to be injured thereby. In no case shall the supporting forms or shoring be removed until the members have acquired sufficient strength to support safely their weight and the load thereon. All bottom forms of slabs, beams, girders: 4 days plus one day for each foot of clear span over six feet. Consideration shall be given'to weather conditions, loads on floors above and building materials stored thereon, which may require all or some of the supports to remain for a longer period of time. Formwork: Forms shall conform to the shape, lines and dimensions of the member as called for on the plans. They shall be substantial and sufficiently tight to pre- vent leakage of mortar; they shall be properly braced or tied together so as to main. -- tain position and shape and insure safety to workmen and passersby. Beam forms she' be so designed that at least one side may be removed without disturbing the bottom portion of the forms and its supports; and column forms, so that they may be removed without disturbing beams and slab forms. Temporary cleanout opetings shall be provided where necessary, especially in the bottom of columns and walls, to facilitate cleaning and inspection immediately before depositing concrete. As soon as forms are removed, surfaces shall be promptly inspected. Where patch- ing is necessary, it shall be done at once so that finish work can be started. It will not be necessary to finish concealed surfaces except for ordinary patching. Color and texture of patch shall match color and texture of surrounding concrete. Properly cure patches for 7 days. Support slab over open web joists with slab -form, Corruform or 3/8" rib lath, 4.4 lbs. p.s.y. and reinforce with 1/4"round rods at 12" on center each way. Maximum sag of slab permitted between joists: 1/2 ". Provide temporary wood supports under all slabs between joists where this tolerance cannot be held to prevent sags in excess of 1/2 ". Metal centering used to be drawn up tight and fastened securely to joists. Reinforcement: All concrete walls in which reinforcement is not noted on plans shall be reinforced ced as follows: 12:x:.57 Up to 8" walls: -`L at 10" e.w, in center. 10" walls: a at 8" a .w. in center. 12" walls and over -. a at 12" e .w . , e .f . Dowels to wall footings to be the same as vertical wall reinforcement. New Education Building, Miami Shores'Presbyterian Church C - 3 Miami Shores, Florida. • • • Provide #4 at 8" spacing, dowels, from main walls to secondary walls. Concrete protection of reinforcement: footings and grade beams 3 "; columns aad pedestals 2 "; beams 2 "; slabs 3/4 "; walls 2" on earth side, 1" interior side; joists Provide 2 5 x 41-0" at each corner of all openings in floors and walls, Locate one in each face of concrete.. At all corners of concrete walls add ;#44 at 12" outside corner bars extending 2t-0" in each direction. Dowels for all secondary walls to be #4 at 8" unless noted otherwise. All spandrel beams and concrete walls in contact with masonry to have galvanized dove - tailed anchors (furnished by Masonry Contractor) anchored into the concrete and extending into masonry joints. Spacing of ties: 2t -0" center line horizontally and vertically. Provide and install 1/2" approved types premoulded expansion joint around the perimeter of all slabs on ground between slab and wall. See Mechanical Drawings and Specifications for concrete foundations under equip- ment not noted on structural drawings. Reinforce all slabs on ground with 6 x 7 - 8/8 welded wire fabric except as noted on structural plans. Exposed Concrete: Exercise care in constructing forms and placing concrete to minimize work'on exposed concrete surfaces, such as circular and square columns, riser faces,lintels, etc. Ridges and form joints shall be carefully removed and exposed surfaces rubbed to obtain a satisfactory finish. Cement washes shall not be used. Screed interior concrete floors carefully at the proper elevation, filling in low points and removing high spots. The top shall be steel trowelled to a smooth, hard level and well burnished surface. Exposed concrete floors shall receive 3 coats of Hornalith liquid concrete floor hardener or approved equal. Application of hard- ener to be in accordance with manufacturerts instructions. Bolts, anchors, sleeves, etc., required by other sub - contractors shall be furnished and set by that sub - contractor. However, it shall be the responsibility of the concrete sub- contractor to maintain the position of all such inserts until the concrete is poured and during placement of concrete. Floor slabs on Ground: floor slabs on ground shall be four (4 ") inches thick and placed on a cinder or gravel fill four (4 ") inches in depth prepared by the con- crete contractors. 12 -2 -57 New Education Building, Miami- Shoret Presbyterian Church C - 4 Miami Shores, Florida. • i r • All requireddoor sills etc., shall be included in this contract. These slabs shall be reinforced with 6" x 6" x 8/8 welded wire mesh except where otherwise shown on the drawing. Where pipes occur tinder the floor, the fill shall be gravel or crushed rock. The fill shall be covered with a layer of heavy -duty Siselkraft paper lapping 14 ". 8'. UNIT PRICES, Contractor shall state in his Proposal, fhe following unit prices: a - Cost per cubic yard for additional 2500 ib. concrete in place. b - Cost per square foot (contact) for additional wood forms in place. c - Cost per pound for additional reinforcing steel in place. 9. CONCRETE SPLASH PANS. Furnish and set precast concrete splash pans at grade under all leaders where indicated on drawings. Pans shall be It -6" wide x 2 long x 3" thick and the top formed to retain the water for full length. Concrete to be 2500 lb. and reinforced. 12 -2 -57 New Education Building, Miami Shores'Presbyterian Church C - 5 Miami Shores, Florida. 12 -2 -57 STRUCTURAL STTL GENERAL AND SUPPLEI-i'ENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK, The Contractor for this work shall furnish all materials, labor, equipment and tools necessary to complete the work, including the erection of the steel. All steel shown on the structural drawings, and supplemented on the Architectural draw- ings and as hereinafter specified, shall be included in this work. In general, this work includes all beams, plates, channels, angles, bearing plates, loose lintels and other structural shapes of every description required to complete the structural steel work shown on the plans. 3. MATERIALS. All structural steel shall conform to the Standard Specifications for Structura'.. Steel for Building adopted by the American Society for Testing Materials, A7 -46, amended to date. 4. SHOP DRAWINGS. The Contractor shall submit to the Architect for approval 4 sets of shop draw- ings showing all erection plans and details for the job. FRAMING CONNECTIONS. Shop connections to be riveted or welded. Field connections to be welded or bolted with dardelet bolts. Use field bolts for fastening all beams 10" or less. Riveted or bolted connections to be Standard "B" RISC unless noted otherwise. Welded connections to be Air Reduction Standards unless noted otherwise. 6. LINTELS. Provide angle lintels over all exterior openings. Unless noted otherwise on plans, use 1 - 4 x 3 -1/2 x 5/16 angle for each 4" wall thickness with spans up to 5t -0 ". Loose lintels to have minimum bearing of 6 ". 7. BEARING PLATES, Provide bearing plates under the ends of all beams bearing on masonry. Unless noted otherwise on structural drawings, bearing plates are to be sized for the following bearing pressures: New Education Building, Miami Shores'Presbyterian Church D - 1 Miami Shores, Florida. • 200 p.s.i. on brick or solid concrete bloclz and 70 p.s.i. on hollow concrete block, Provide 1' grout under all beam bearing plates and column base plates. 8. WORKMANSHIP, Mill bottom of all steel columns. Provide all necessary clip angles, bolts, anchor bolts etc., to complete job. All welds to be at least 1 /4" fillet unless noted otherwise. All•welding to be performed by a certified licensed welder. All structural steel beams carrying masonry or supporting other steel beans which carry masonry must be fireproofed with concrete. Protection to cover edge of flanges at least 1 -1/2" and flat surfaces of beams 2 ". Provide reinforcement as noted on plans for encased teams. All structural steel and angle lintels not encased in concrete shall receive one shop coat of Tnemec #99 or zin3 chromate paint and one coat of different color, 9. ERECTION. All structural steel work shall be accurately erected, plumbed, properly braced and guyed in place to insure safety of workmen and others, and guys maintained until field connections have been completed. All anchor bolts for column bases shall be set by the Concrete Contractor according to templates and dimensions supplied by the contractor for the structural steel. The latter shall carefully check this work before erecting any steel. The base plates shall be set on steel wedges or shims before levelling. The base plates shall be grouted with about 1 inch of mortar composed of 1 part cement and 3 parts clean, sharp sand, by this contractor. 10. PAINTING. All structural steel and angle lintels not encased in concrete shall receive one shop coat of Tnemec #99 or zinc cromate paint and one field coat of different color. 12 -2 -57 New Educai,ion Building, Miami Shc''e s' Pre 'byterian Church D - 2 Miami Shores, Florida. • • • • t � OPEN TRUSS STEEL JOIST I* GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contrast. SCOPE OF WORK. Furnish all labor, materials and equipment necessary to complete all open truss steel joists shown on drawings and specified herein. 3. MATERIALS. The joists shall be hot rolled steel shapes. This material shall conform to the - Standard Specifications of the American Sooiety for Testing Material fer Steel Bridges and Buildings, Designation A..7, amended to dater The rolled shapes used for the joists shall be made up in the form of a truss having and bottom chords and web members. Steel joists shall be fabricated by electric welding under pressure* All welds than be tested„ 4. DESIGN. The design and detail of all joists shall meet the requirements of the speoifi. nations of the Steel Joist Institute. The joists-shall designed with long end panels to facilitate the erection of pipes and_. duets. Ceiling - extensions shall be used on both ends of all joists to support the metal plastering lath. — 5 * PAINTING. All steel joists shall be spray painted with one coat of asphalt base metal pro. tective paint, or other paint approved by the Architect, before shipped to the build - ing, Afterbeing erected, all paint that has been rubbed or otherwise damaged in shipping or- ereotion , shall be repainted with a paint of the same composition as the Original paint. This work shall be satisfactory to the Architect. 6, JOIST BRIDGING. Bridging to horizontal type using a 1/2 round bar top and bottom welded-to the joist ohord members. Bridging shall be inserted after the joists are erected,. The joists shall be held in true alignment and in a vertical plane before welding. New Education Building, Miami Shores Presbyterian Chureh 12•.2 -57 E 1 Miami Shores, Florida. I • • . • r: • • Z i •) .r4. .!•• :71 ' • , ,T1 • ••••• ••• .. a 11.' 1:" • ' , I o . • c.• • • k?' z • 71" ''•! %. L.:7 ;:f .. ,•■••-. 1: ; e -••••!, , . • I • . .• jf r I EFs rrf*: 1 , 7) • ,-•• . •• V1 .:• • ,r • ;1• • • ' !.1" • ," rf • r-.• -.44, •• -1 1%1' V;t0Zi `vC r. '14 • J ;'-'1;.;')'1 ,F? :rs vj • f .,c. r f.: , ' F , r, :611 fz:* ryt • ; ry. , • r- • 1 • • 07; j• , ,.r low: • The number of lines of bridging required shall be not less than specified be- Span Number of limes of Bridging Up to 14 feet One row, near oenter 14 to 21 feet Two rows, at third points The first joist shall not be placed more than 4 inolies from a masonry wall or spandrel beam where the joist is parallel to the wall or beam. 7. ERECTION. The end of joists supported on masonry or reinforced concrete shall have a bearing of at least 4 inohes and 2 -102 inohes on steel beams and girders. Every third steel joist bearing on concrete or masonry supports shall be anchored thereto with an anchor equivalent to a 3/8 inoh round bar. Joists to be level on top. When necessary, adjustment shall be made in the height of bearings on masonry walls to level the joist. All joists to be erected in good alignment with proper bearings and bracing. Joist spaced not to interfere with recessed fixtures. Whenever there is a gap between the ends of joists on top of a supporting member, this gap shall be filled with a piece of steel to properly support the steel mesh for the reinforced oonorete work. Where openings occur wider than joist spacing, the joist shall frame into structural steel header members provided under this contraot. Joists carrying headers shall be doubled at each side of openings. Use double joists under all partitions running parallel to joists. Note that the ends of all steel joists supported by concrete beams are longer than the standard type. Joist to extend to 1" past center line of concrete beam. 12 -2 -57 Centering for steel joists to be slab -form, Corruform or rib -lath. New Eduoation Building, Miami Shores Presbyterian Churoh Miami Shores, Florida. "••••••.• • • r ; 'Tr . . . ';.• • ' r•: ' ,rff t.4 s•.•;z . • • * , f•“:.17'; •-• ■-•Yr` •:' c.1 .r*:•'. • (•:; ".: 1,0 (. 7.t; f t 75 • .. , • *. • ;.;erl :1\6 ;; 5'1" 1 • ... • : c '(; • i r ; ; rd ' ".77.57, • 1 .i._ • f' r: : s, 1 -i' • •••yr.,..!: 4- f • ;", • " • , :trr 7t■ ••• •.• • r • :;'•• •• '1; •• . 1 ,t • ." •••" • r • • • ' • • .1' a.r u. ..; r.f3 • 7. • - • 12 -2 -57 PRECAST CONCRETE PLANK 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are part of this Contract. 2. MATERIALS. Provide concrete plank, as manufactured by "Concrete Plank Company, Inc." r;15 Exchange Place; Jersey City 2, New Jersey., or equal. Galvanized clips to attach plank to steel, and grout used for all joints after'plank is'laid. The labor re- quired includes that required for hoisting, placing, setting, fastening and grout- ing. Thickness of plank to be 2" as noted. Concrete plank to be nailable and lightweight (not over 13 p.s.f. for 2" plank). Concrete plank to have breaking load for 6 span as follows: 2" - 330 p.s.f• Furnish and set galvanized hanger clips for the suspended ceiling. Clips to be 12 gage and of the shape noted on structural drawings. Clips to be spaced on 41 centers (maximum) each way and shall start and end 4" from masonry walls and span- drel beams. Shop drawings to show detail and exact location of each clip and shall meet the approval of the plastering contractor. Clips to be installed together with erection of the plank. Cut tongue of plank at location of clip and use galvanized nails to nail flange of clip to roof plank. 3. ERECTION. The plank shall be erected carefully to prevent chipping. All plank shall be laid so as to have at least two steel bearings, and no bearing shall be less than 2" All plank on a level surface shall be clipped to steel, at least two clips for each plank. Clips shall be formed to follow tongue and groove. Nail clips to plank on pitch surfaces up to 15 ° . Bolt planks to steel beams with 2 -3/8 round bolts per plank over 15 pitch. New Education Building, Miami Shores' Presbyterian Church F - 1 Miami Shores, Florida. •r ..l :. i • • • .. [sl • l r '. • ! ' _ �. i if i a. '�•! c 1 LJ j I '. • r,• i r; !. • BLOCK MASONRY (Gypsum Tile Partitions) 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Furnish all labor, materially, equipment and incidentals essential to perform all masonry work required by the drawings and specified herein. Exterior walls and interior load - bearing walls, unless otherwise indicated, shall be of concrete masonry units of thickness shown on plans. Interior non-load- bearing partitions, shall be of gypsum tile of thickness shown on plans. Provide precast concrete lintels for openings in concrete .masonry walls, and reinforced gypsum tile lintels for openings in gypsum tile walls, as required. For setting of stone, see specifications for "Stone Work ". of specifications for metal flashings and waterproofing. This contractor shall do all masonry work required to join new building. 3. MATERIALS. 12 -2 -57 See other sections the existing and a - Concrete Masonry units - (1) Exterior walls and interior load - bearing walls constructed of hollow concrete masonry units of approved light- weight aggregate conforming to Grade A, ASTM Designation C90 -52. (2) Solid--coicrete masonry units conforming to Grade A - ASTM Designation C- 145 -52., where required by code or regulations. Units'shall be straight, uniform, free from defects with perfect edges, and shall meet all the State and Local regulations for use in the various locations. Header block used for bonding. (3) (4) Sizes 8" 'x 16" of the required thickness with standard special block where required for corners, jambs,fillers, etc. (5) Where required, over openings in walls provide precast concrete lintels, cast of the same material as the blocks, and reinforced as required. (6) One row of concrete block, non -load- bearing to ASTM Designation C129- 52, laid at bottom of all gypsum tile partitions. New Education Building, Miami Shore s " Presbyterian Church G - 1 Miami Shores, Florida. • J • J ' ' . :'iii ?.+ S. .I sr . >'` .i : i ......... `.. ,•_fl" �..ii.��y ..f\ iii:.,, .., .. .. - _...�• F:'._.. , ".70r) .. n�. r � _ .i � ) . I _ � ' . r , : . 1 f . : ... : � ' 1 i `:,- L'. 1.:: 7 .i., ... f s ' . 1 . 3 - • • • r _; • 12 -2 -57 b - Gypsum Partition Tile - (1) Interior non- load - bearing partitions constructed of 'TPyrobar" of Thickness indicated, as manufactured by United States Gypsum Company, or approved equal. (2) Provide reinforced gypsum tile lintels, where required, over opening, in gypsum tile partitions in conformance with manufacturerst direc- tions. c - Mortar - (1) Mortar for concrete masonry units; one part Portland cement, three parts sand and not over 20% of the cement content of lime putty, Materials to be of approved quality. (2) Mortar for gypsum tile; one part approved partition tile cement to three parts sharp clean sand by weight. d - Samples - Submitted for all materials. 4. LAYING. a - Concrete Block: Set in full flush beds of mortar with joints of required thickness, and with bond broken at all vertical joints. Split furring used where pipes, conduits, boxes, etc., pass through partitions in verti- cal position. Block shall continue up to underside'of ceiling, and be wedged tight with slate except at suspended ceiling, where it shall be carried up not less than 13" above finished ceiling construction. All cutting of blocks shall be done with a carborundum wheel. Exposed masonry units shall have tooled joints as approved by the Archi- tect, Horizontal joints shall be perfectly straight and vertical joints broken. b - Gypsum Tile: Erection (over one row of concrete block) shall be in strict conformance with current directions as printed by the United State Gypsum Company. Tile shall be carried up not less than 13" above finish of sus pended ceilings. Mineral wool filler strips shall be placed between ends of gypsum tile and concrete columns. c - Masonry for Steel Bearing: Three courses of brick, or solid masonry unit shall be used under all steel bearings. d - Vault Door: Install the vault door removed from existing building in new location shown, (Door No. 137). New Education Building, Miami Shores' Presbyterian Church G - 2 Miami Shores, Florida. • '! . . • .!•. • 5. e .- Grilles Install the air conditioning grilles in masonry walls and partitions as furnished by the Air Conditioning Contractor. See Air Conditioning and Ventilating Drawings. See specifications for Misc. Iron and Other Metal Work for Louvers to be built into masonry walls. PRECAST CONCRETE VENTILATORS. Furnish and install where indicated, precast cc ,crete ventilators constructed of "Munday Blocks" as manufactured by George Munday, 3655 N. W. 47th Street, Miami, Florida. Ventilator units constructed of sill, louver and head blocks, built into masonry wall.. 6. PRECAST CONCRETE WINDOW FRAMES. Provide precast concrete window frames for all aluminum windows, as manufaotz.'- ed and installed by Pre -Cast Corporation, 3044 S. W. 28th Lane, Miami, Florida. These frames to be of proper size to accomodate windows and shall form complete precast units of head, jambs and sill. 7. CEASES, BUILT -IN ITEMS, ETC. Provide all recesses and chases, and build in all anchors, ties, irons, s].eevea, etc., as may be required by sub - contractors. Build in all fleshings, wood blocks, all grounds, etc., shown, specified or required to take the rough or finished work. Where lintel waterproofing is applied over openings, or at through -wall fleshings, provide smooth surfaces by parging or other suitable method. Cooperate with the sub - contractor applying the waterproofing material. 8, PROTECTION. 9. a . Cover all walls at all times when work is not in progress. b - Protect where required, cut stone or other masonry after setting by boarding or other suitable covering. Replace or patch damaged masonry to approval. 12 -2 -57 CLEANING. a -- Clean down to approval all exposed exterior masonry walls and point as re- quired, with mortar. Use diluted solution of Muriatic acid, and wash with clean water. b -+ Where called for, caulk masonry joints as specified under "Waterproofing and Caulking." New Education Building, Miami Shores Presbyterian Church Miami Shores, Florida. Cb.3 7' 0 • ';:!* "..2" !- • :, : P. '7 • •••' • • • ^. *,* : 7 • ; • .' • • 7 • i" •.• *: • .• , r.•■• r)•.•!' F ■'rf 1 .• - . r . . • ' • •,' .; LYf" • - • • ; Y 3i ;;.. • rt- 7 •••' r cr!: . • . • -•• • • .• ; ,• • I - - r!. • fl; ; ' t4 . • •• • • . • - • . u 9,! 1 ) ' • - . ry ■••'-)1• .•:'•••;1.1 ,• - • • - • ■•• 7,1. ' i • ' ••,■ _ I ) , • . 11; 7 . • ' • •.:") ' '„ • - I • ...■•••• .r. • • • — • . • • • . • • • • • b., • 7 7 • _ .; • ; # • • 'i) , 7: • rc • ;'- , • ; ••,') ' ' ! •-: „:. 14.• • . • :X. . 1. G 12 -2 -57 Di DI' STONE MASONRY AND SUPPLEMENTARY CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. The work under this division includes all materials, labor, appliances and equipment necessary to complete all the Stone masonry work required by the drawings, and as described in these specifications. Provide stone with carved dates, to be located and set as directed. 3, MATERIALS. a - Face stone shall be strip rubble, Genuine Certificate Crab Orchard as distributed by Interstate Marble and Tile Company, 4000 N. Miami Avenue, Miami 37, Florida. Veneer nominal 4 inches wide and bonded, of full rang: of color, b - Mortar: One part Portland cement and three parts sand, and not over 20% of the cement content of lime putty. c - Anchors - dowels; Cra �s etc: Soft steel galvanized after fabrication. Size of anchors, 3 1 ' 4" of required length, and bent 1" at each end. Dowels, cramps, etc., as required. 4. LAYING. d - Samples: Submitted for all materials. Shall be not less than 4" in depth, laid up broken range on its natural bed with rough dressed beds and tops; ends straightened., trued up but not vertically. Stone to range from 1 inch to 5 inches in height, no straight horizontal joint over 8 feet in length and not more than three stones coming together to form a vertical joint, Veneer shall be bonded 4" into block backing to equal not less than 12% of the superficial wall area. Provide galvanized steel anchors where required. All stones laid with 1/2" flush joints. a - Stone Veneer: Where stone veneer has no masonry back -up, as at face of wall columns, provide approved wire reinforcement in horizontal joints not over two feet apart vertically and extending 2 -0" beyond each side of column, b - Snap Panel: (3 x 5 of stone veneer shall be constructed at the job by the masonry contractor fur approval by the Architect. New Education Building, Miami Shores'Presbyterian Church H - 1 Miami Shores, Florida. • r • • • • 5 6. DATE STONE. 12 -2 -57 c - See specifications for "waterproofing and Caulking ", for caulking of stone joints and surface protection of stone. d - Protection: (1) Thoroughly cover all walls at all times when work is not in progress. (2) Wall shall be kept clean from mortar droppings as work progresses. CLEANING. Clean as specified under "Block Masonry ". Date stone shall be a buff colored Indiana (Oolitic) limestone, L" thick, with a smooth machine finish and with letters "1958" incised. New Education Building, Miami Shores' Presbyterian Church H .- 2 Miami Shores, Florida. F), i • • air ' °.. .. •�� • . GENERAL AND SUPPLEMENTARY G 12 -2-•57 SETTING. FLAGSTONE CONDITIONS. These govern and are a part of this Contract, 2. SCOPE OF WCff?K. Provide all labor, materials, equipment and incidentals required to do the flagstone work shown on drawings and herein specified. Flagstone: (1) Stair treads where indicated. (2) Flooringledges and base for Patios No. 150 to 155 inclusive and at Second Floor Porches. (3) Coping for planting area walls. (4) Coping below Windows No. 214, 215, 216 and 217. 3. MATERIALS. a - Flagstone - (1) Kind: Genuine Certificate Crab Orchard, as by Interstate gargle & Tile Company, 4000 N. Miami Avenue, Miami 37, Florida. (2) Color and Finish: Gray, split surface, tooled edges except that ex- posed edges of stair treads and patios shall be saw cut. (3) Thicknesses: 3/4" for Patio flooring, riser facing at edge of Patios opt ings i4" and 2 ". See details on drawings. b - Mortar - (1) For Setting: One part Portland Cement, three parts sand, and lime putty not more than 2G percent of volume of cement. (2) Fore Grouting: One part cement,»orie part fine sand mixed to require consistence and tinted with non - fading mineral pigment to match stor_: as directed. a - Treads, C ins - Floorin etc: Broom clean. Wet concrete surfaces and lay a stiff be of mortar to proper level. Use dowels and cramps as re- quired. New Education Building, Miami Shores Church I .. 1 Miami Shores, Florida. a .1 !.!' • • • • • • • =i yi s 1. , „ 12 -2 -57 • • b - Joints: Grouted flush, All surplus material wiped off and surfaces left perfectly clean and undamaged. Caulkin : Exterior joints- at doors and walls shall be caulked. See '' aofing and Caulking" specifications, c 5. CLEANING. At completion, work shall be left clean and in perfect condition. New Education Building, Miami Shores'Presbyterian Church I - 2 Niami Ehores, Florida. • WATERPROOFING AND CAULKING 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Furnish all labor, materials, equipment and all incidental items required to complete the waterproofing and caulking shown or required by the drawings and herein specified. 3. COMPOSITION WATERPROOFING. SURFACE PROTECTION - STONE. 5. CAULKING. a - The composition waterproofing under flagstone coping below sills of windows No. 211, 215, 216 & 217, shall be Mitchell -Rand Rubberseal Copper. The copper, - exclusive of coating shall weigh 5 oz. per sq. ft. Installation shall conform to manufacturerts specifications and details on drawings. The stone veneer above Second Floor, over entire area from column No. 29 to 31B, shall be given a protective coating consisting of two brush coats of Colorless Ninwax as manufactured by I'Iinwax Company, Inc., applied in conformance with manufacturer t s recommendations, a - Caulking material shall be "Pecora" or equal non - staining compound applied under pressure by special gun or otherwise as approved. Joints over 3/8" in width packed with oakum to within 1 /2" of face surface before applying caulking compound. Where stone occurs, the joints shall be first sized with a material provided by the manufacturer of the caulking compound. b - Caulk all exterior door and window frames and all other weathered openings shown on drawings. Remove staff beads as directed before application of material and replace same after caulking is completed. c - Caulk all stone joints specified under "Stone Masonry" and 'Flagstone" specifications. d - Joints between walls in existing Air - Conditioning Room and new Columns (No. 60, 70 & 71), and where new columns pass through ground floor, shall be caulked to approval of Architect. New Education Building, Miami Shores "Presbyterian Church 12 -2-•57 J -1 Miami Shores, Florida. , • • • :••••• .) • • ;. - t• • . • „ t'.•• • • )1.. • ••,.; .'..) .:r Lc-: • ` • 7, "'• ;••;•• • ' ••••• • r I • •!: • • , ' : ‘ • t ••• • •:•• ; : • • . :•: 11. • : . • :1:i ' •—• : • 't ' • . . • . • ; .--• ••• . • •': : . • t 1 r.• , , : I ; 7 7 • • • : • ..i • • • ;?,. GENERAL AND SUPPLEMENTARY G CONDITIONS. These govern and are a part of this Contract. 2 SCOPE OF WORK. Provide all - aluminum windows,including hardware for same throughout the building, as shotin on drawings and required by the specifications. The windows shall be formed of standard sections, and completely erected in place. 3. GENERAL. ID • ALUMINUM AWNING WINDOWS Windows to AUTO..LOK weatherstripped Aluminum Awning Windows as manufactured by Ludman Corporation, North Miami, Florida, in sizes as shown on drawings. Aluminum Awning Windows as manufactured by Miami Window Corp., are . an approved equal. 4 . MATERIAL All window 'members - shall be 6:).T5 or suitable aluminum alloy. The -- aluminum alloy shall contain no more than 0.4% coppei. All frame members shall have a minimum depth of 1.7/8 ". Head and sill sections of the vents shall have a minimum depth of 1 ". Operating hardware shall be a suitable hard aluminum alloy. Roto- operator shall be standard as supplied by manufacturer. CONSTRUCTION. The window shall be assembled in a secure and workmanlike manner to assure neat weathertight construction. When window is in closed position, there shall be two weathering contacts around the entire perimeter of all vents, one of which shall be weatherstripped, Locking devices shall be fastened to the vents to seal them against the weatherstripping when window is closed. The sill of each vent shall have a weatherstripped drip cap to cover vent underneath. 6. OPERATION, STANDARD COMMODITY WINDOWS. All outward opening vents of standard size windows shall open to more than 70 degrees. Tap shall drop down a minimum of 5" to permit easy cleaning from inside without disengagement of hinges. Bottom vent shall open for partial ventilation while vents remain closed; All vents except operating vent shall be locked at all four corners of each vent automatically and without at pivot points. Power shall be transmitted from roto operator to the opposite side through operating vent. Operating vent shall be independently locked by roto operator. All opening sash shall have 12.2 -57 New Education Et:iidirtg Miami Shores Presbyterian Church K -1 Miami Shores. Florida. .. f . *-".~i ;Arai !• _ i ;17f • .. • • • 1- j t• • continuous compressed weatherstrip contact around entire perimeter of each vent when locked. 7. HARDWARE . . Hardware shall be manufacturer's standard. - All hardware except operator shall be attached at point of manufacture. Roto operator shall be angle type. 8. WEATHERSTRIPPING. - Windows shall be completely weatherstripped at all outside contacts with Koroseal or elastromeric vinyl or equal. Rubber or rubber composition shall not be used. Weatherstripping shall be inserted in grooves provided therefor and shall be so bonded so it will not leave these grooves under severe usage. When windows are closed, weatherstripping shall be compressed by a load equal - to a ten pound minimum; when windows are open, weatherstripping shall return to normal shape. 9 AIR INFILTRATION. Upon request, the manufacturer shall supply a copy of air infiltration test results by Pittsburgh Testing Laboratory or other recognized testing laboratory on a stock window showing air infiltration not exceeding 0.095 cubic feet per - minute lineal foot of crack perimeter when subjected to a static air pres- sure equal to that exerted by an outside air velocity of 25 miles per hour. 10. FINISH. Windows shall have standard metal finish and shall receive two spray coats of water -white methacrylate laquer by fabricator for protection during construction. 11. DRAWINGS AND INSTALLATION DETAILS. The window - manufacturer shall furnish standard details showing details for the installation of the windows. 12. ERECTION. Securely anchor windows in - place to a straight, plumb and level condition, without distortior:.of window. Use a suitable mastic and place erection screws so they Will not - interfere - with operating hardward or distort frame. Make final adjustment for proper operation of ventilating units after glazing. 12 -2 -57 New Education Buildin Miami Shores•Presbyterian Church K -2 Miami Shores, Florida.. 1'1 • 12 -2 -57 13 CAULKING. Window openings shall be properly cau11ed With a suitable compound to accomplish a thorough weathertight condition around the perimeter of the window and the precast concrete frame. 14. CLEANING AFTER ERECTION. All exposed portions of the window shall be cleaned after the painting and finishing of the building is completed. New Education Building Uiami Shores Presbyterian Church Miami Shores, Florida. • f0 I. .. • • MISCELLANEOUS "•RON & OTHER METALWORK 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2, SCOPE OF WORK. Furnish all labor, materials, equipment and incidentals required to do all miscellaneous metal, iron, aluminum and pressed steel work as shown on the draw- ings and as specified herein including Airfoil Louvers. 12 -2 -57 Not Included: GENERAL. a - Anchors for Cut Stone. b - Structural Angles and Lintels. c - Reinforcing Steel for Concrete. a - Measurements shall be taken of previously installed construction before fabrication of connecting work. b - Details and specifications of items, for which standard products are available, are representative guides for these items. Standard pro. ducts meeting these general requirements will be acceptable subject to approval. c - Welding shall be continuous along entire line of contact, except where tack welding is permitted. Where exposed, welds shall be ground smooth. d - Riveting, where exposed, shall be flush unless otherwise specified or shown. e - Bolting where permitted, shall be done with proper size bolts. Nuts shall be drawn tight and threads upset. f - Do all drilling, cutting, fitting and punching necessary for erection and the application of hardware. g - Furnish to proper trades, anchors, sockets and all other items for securing metal work to construction. Anchors not shown in detail shall be such as to conform to accepted practice as to material, size, form, attachment and location. h All supplementary parts necessary to complete each item shall be furn- ished even though such parts are not definitely shown or specified. i - Gauge of sheet iron and steel specified herein is U. S. Standard. L - 1 New Educationrld3 Miami Shores Presbyterian Church Miami Shares, Florida. • • • • j 4. MATER. a Steel: A. S. T. M. Designation A7.»46 b Wrought Iron: Best commercial quality for purposes required. c - Cast Iron: Of best pig iron, straight and true, with mouldings sharp and clean. 5. MISCELLANEOUS METAL WORK. a. Expansion Joints: Provide expansion joint angles, plates, bolts, etc., in conformance with Details on Drawing No. 1, See Floor and Roof Plans for location and extent. Sheet metal specified under "Roofing and Sheet Metal Work," Furnish and erect complete metal stairways for stairs A, B, C, & D, in . accordance with the drawings and specifications, designed to carry a live load of 100 lbs. per sq. ft. 12 -2 -57 - Installation not shown in detail or specified shall conform to the standards of the National Association of Sheet Metal Contractors as published in "Standard Practice in Sheet Metal Work ", and shall be subject to approval. Joints generally constructed of steel angles with 3/16" thick bronze top plates of size shown in details, attached to angles with 5/16" flat head bronze machine screws spaced not over 12" o.c. Provide anchorage for steel angles to structure as required. b Louvers - Transformer Rooms Furnish louvers for each swing leaf of Door o. M3 and for adjoining louvered opening Room No. 124 as indicated on Florida Power & Light Cots Dwg. 0..17115, or as required by F. P. & L. Co, Installation in door by carpentry contractor and in masonry wall by masonry contractor. o Hatchwa : Provide removable hatch, approx. 4 feet square, in landing at 2n floor of stair D, including stiffeners as required and two "elablift" flush type slab handles, cast bronze with bronze handle, as manufactured by Hohmann & Barnard, Inc., or approved equal. Hatoh designed to receive 3" Terrazzo finish. See detail on Drawing No. 9. Provide clamping ring for 8" beam above hatch (by others) designed to support 1200 lb. loading plus 50% for impact. METAL STAIRS. New Education Building Miami Shores'Presbyterian Church Miami Shores, Florida. L-2 r:. • • • At stair landings the stair stringer shall be carried around the landing z 4" above the finished floor of the landing, forming a base. Stairs of closed - string type, as noted below, with steel risers, forming 2" pan treads and 3" pan landings, to receive finish noted in Room Schedule and as shownron drawings. Provide supporting brackets reinforced where required, pressed steel newel posts 4" x 4" with cast aluminum drops; 1/2" square steel balusters, spaced approximately 5" c.c., attached to strings and channel, with braces where necessary. •Top rail to consist of steel channel supporting 11" aluminum handrail, with rubbed satin finish. • Stringers of 12" channels formed of not less than 3/16" steel plates or 12" rolled channels, not less than 14 gauge treads and risers forming plans; landings 12 gauge and reinforced. Members welded, bolted or riveted together, subject to approval. 7. WALL HANDRAILS 12" Z.P.S. aluminum with rubbed satin finish, supported by approved aluminum brackets, not more than 9-0" o.c., with ends returned against wall. 8. OUTSIDE RAILINGS. Provide railings at steps to Doors No. 117 and 209 and at Second Floor between columns 31B and 32 and between Columns 8A Si 61A, 61A Si 62, 62 & 87 and at each end of space No. 251. See drawings for arrangement and details. Above railings to be constructed of'aluminum shapes, with floating panels as manufactured by Blumcraft of Pittsburgh, 460 Melwood St., Pittsburgh 13, Pa., or approved equal. Include all necessary attachments. Railings constructed gen- erally of shapes as follows: (1) Posts; #250 with cap PC..250,floor flange FL-250 and arms CF -2. Posts spaced not over 4 feet on centers. (2) Top Rail; #118 with FS-3 snap --in filler strip, and rail terminals RI-118, �ar plates VP -118 at walls,'as required. (3) Floating Panel; WF-2 trim, approx. 20" high, with 2" sq. mesh of 1" sq. wire. (4) Finish] Satin Alumilite, No. 204 C2. Posts to be securely anchored to floor construction. P aluminum rail.• ings during construction. 12 -2 -57 METAL TOILET PARTITIONS. a - Kind: Provide prefinished metal toilet partitions, doors and screens, as eho n on the plans and required by the specifications. The standard product of Sanymetal Products Company, "Academy Flush Type ", or of any New Education Building Miami Shores' Presbyterian Church L_3 Miami Shores, Florida. r r ,� • 12 -2-57 other manufacturer, equal in quality, if approved by the Architect, will be acceptable. b - Materials and Erections Doors and partitions of cold rolled stretcher [ evelled furniture steel, cemented under pressure to sound deadening fiber core. .Capped posts and headrail bracing. Posts with wrought brass chrome - plated shoes, securely fastened to the floor with screws into lead expansion shields. Partitions set 1" from wall with cast or wrought steel knee braces. c - Hardwares Doors equipped with brass chrome..plated gravity hinges with conc�ea ed ball bearing rollers; hinges adjustable for the required swing of doors. Equip each door with one cast pull, stops, coat hook and slide bar latch of white metal chrome - plated. All attached with brass chrome - plated through - sleeve bolts with theftproof heads. Provide roll type paper holder for each compartment. d - Finish: All metal thoroughly sanded, washed with benzine, filled and pp lined with paint baked on. Spray and bake on separately two additional finish coats of standard color as selected by Architect, of baking enamel paint. 10. METAL LOUVERS (VERTICAL). Provide vertical metal louvers outside of windows No. 211, 215, 216 and 217. Louvers shall be Airfoil Louvers, complete with all attachments and operating hardware as manufactured by Superior Solar Shade Co., Miami, Florida, Louvers shall be two sheets of embossed aluminum, fabricated into an inter- locked panel with extruded aluminum edges and designed to allow an interlock of panels in the closed position. Ends of louver sealed with a specially designed end closure. Louvers shall be pivoted at each end and connected together by means of an operator bar to actuate louvers in unison and parallel. Louvers controlled by an operator handle located inside of building. Operating handle to be offset for operation 3 feet above floor through mullion with gear boxes located outside of mullion. Handle removable. Finish on operating hardware shall be manufacturers standard. Louvers shall be given a chemical etch to produce a soft satin finish- and before shipment shall be given a coat of clear protective lacquer. Erection shall be in strict conformance with manufacturer's instructions and shop drawings. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida L,.l4 • • 11. PASSI -THRU DOORS, TRIM & COUNTER. 1 • See Details on Drawing No. 9. a - Pass -thru Doors: Aluminum, Type CD 8.-2 as manufactured by the Cookson Tmpany, aS n Francisco, California, or approved equal, provided at openings No. 134 & 135, complete with curtain, guides, counter b lance, all operating hardware, locking device and attachments. b - Trim: Provide jambs and trim of .0140" thick, Type 302 stainless steel, satin finished. c - Counter: Provide serving and clean -up counters at openings No. 134 & wi h top and edges formed of .040" thick, Type 302 stainless steel, satin finished. Counter to be in one piece or joints welded, ground and finished to match finish of counter, without discoloration. 12. CEILING HATCH. Where shown, provide ceiling hatches with cover equal to Model "C" as manufactured by Babcock - Davis Corporation, Boston, Massachusetts. The hatches shall be standard design and of size shown, constructed of metal and furnished complete for interior installation. Hatches shall be provided with compensating hinges, and all required hardware for locking. This contractor shall do the installation furnishing all necessary details for a complete job. 13. MODERNFOID DOOR TRACK SUPPORTS. Track support only, to carry "Modernfold" doors shall be installed where called for. Installation shall be in accordance with manufacturerts specifications. 14. PAINTING. All metal surfaces except where galvanized or non - ferrous, given shop coat of rust- resisting paint, and one field coat after erection of colour selected. 15. LOUVRES. Furnish 14" x 24" leakproof louvres of hard rolled copper, where indicated on drawings. Louvres shall be 'Joel's manufactured by American Metal Works. New Orleans, La.,or equal. The louvres shall be furnished with 1/ copper wire mesh on the inside. See Standard Detail No. 63. 12 -2.57 New Education Building Miami Shares Presbyterian Church Miami Shores, Florida. L-5 ' • • 16, ACCESS PANELS. Provide 12" x 12" "Milcor" access Panels where required. The panels shall be as manufactured by•Tnland Steel Products Company, 4119W. Burnham Street, Milwaukee, Wisconsin, or equal. The panels shall be type ' ".K" of standard design and required size. Hinges and locks shall be standard, and the locks screw driver operated. 17. MOP MOMS. MS. Provide shop drawings for approval, indicating the manner of application and pertinent details of all items in this section of the specifications. 12 -2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida L-6 • • • • LUMBER, CARPENTRY AND MILLWORK 1, GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract.._ 2, SCOPE OF WORK a - Work Included: Furnish all labor, materials, equipment and incidentals necessary to do all rough and finishing Carpentry, and supply and erect all dumber and millwork required to complete the entire operation in accordance with the drawings and specifications whether or not specifi- cally mentioned or shown. Provide insulation as specified. finish and install the glass sliding and swing doors specified herein. All lines, levels and measurements, both for his own use and for the use of other subcontractors, are the responsibility of this sub- contractor. b -Work Not Included: See "General Scope of Work ". 3, GENERAL REQUIREMENTS. a «- Carpentry done with neatness and accuracy, of sound construction, strictly plumb and level. b .. Furnish all rough hardware, and install all rough and finishing hardware. The entire work of this section of the specifications shall be psr.• foamed in accordance with the best practice relating to the trade, and under the constant supervision c:?•.eompetent foremen who shall carefully plan and lay out the work'of carpentry and framing as required to carry out the intent of the drawings, and to properly accommodate the work of the .`ether trades. 12 -2 -57 c - Members permanently secured with nails, lag screws, bolts or other fastenings to obtain substantial and rigid connections. d - Do all cutting and fitting necessary to properly carry out the entire work, Furnish and construct all necessary centers for open- ings, and remove same when supported parts are thoroughly set. e When the building is in proper condition, millwork shall be re- ceived by this Contractor, who shall store and protect it against any possible damage. As soon as millwork is delivered at the job, it shall be primed all over. See "Painting" specifications, WORKMANSHIP. M-1 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. •.: •,•-• • , • • • • • ; ••• • • c • --. 7 -;.! '74 • ••. ' • • '. • ' t-or • ; ,; ; • /. 7 's • : • ; 2 " — 1 %.• e z • ,,•••• •r,n, • " •.•; • .••• • ! • S):. 1`. • • – :!••••• x. •••:s; ?.• • • j• :" ;;":- •;. • ; T ; ':- ;; ;. a`. ; • L .." , ••-) 1. • - ,E4r , • . • .. • ' +.; 7;1 . 7'; ; • • •.• •••••••:•", • Ir:11.! • ' •'.• 7 7.; — . .c"" • r • r. . .... el...... '.?. ":i' : . - • '-:,:,*;.:'? '.:-: f.:., ..'-'f• ....../.' .., :.'1 f '.- —• • . ' '',.. ,. T '.'' , • - . • - ••• -'2 ...: . r .' - ....' ''..• ; .::,.. . .. :- I , - .." • - ..,...:...'. fir.' * I . -1'7' `-:. E . • - ,1...; - • -- • z7.,.• • '...Lan-•:•.: •:•, 7 .: :-..••,‘.. : ,. . . :‘.t.-; -• ''' .•:'' . 7 ....,--:':•• ' ..., • .'• "I'lr:i.f:' - :.''..- - ,-,.% .',. -175 : .•-:•. ':-, .3 ;• •••.:•.,. •-.•••',..:. i ::, r, •• : T. " II .,. .,,.`":;;I::: ,: '..: T , . ... „, ...,.: ....-:),...i.:.,5.p. e • •,i:: , .:!• :.,.''...7 ); .,.: '.:.., . • .... . ' ' s ' .;.. C.....: f l t • . .1 .." ::::.' • • LUMBER AND TIMBER. Framing lumber to be #1 standard structural grade with average fiber stress of 1200 p.s.i. Blocking and furring #2 grade. ' Native framing lumber to be used, i.e, Douglas Fir, Southern Pine, Eastern Spruce etc. Lumber shall be sound and well manufactured, free from warp, well seasoned and kiln dried to a moisture content not exceeding 12 %, 6 , TREATMENT. All lumber and bill work including wood doors, throughout the building shall be treated with "Woodlife" as manufactured by Products Manu- facturing Co., 2305 Superior Avenue, Kalamazoo,'Michigan. Treatment shall be by the best available loathed for alarm of'saterial,,i)ri-Qao Process or innersion'in conformance with specifications of the manufacturer of "Woodlife ". Material cut or drilled after treatment shall have cut or drilled edges thoroughly bruehcoated. lipping tims> for veneered.doorki.. axdeec 30 seconds.. Tetratment shall not discolor!.doorsPteceiving aclear inieA. 7. W00D FRAMING. Joists, studding, etc., as shown on drawings, set with 4" solid bearing. No wood blocking or wedging permitted. 12 -2 -57 a - Platform at floor 4 4 o..c., o.c.. tails on No. 115: Framed of an assembly bolted securely to the concrete and one at top. Wood posts and Floor designed for 100 lb. per drawings. of 3" x 4" wood places, one with 2" exp. bolts spaced floor joists 3" x 4" spaced sq. ft. live load. See de- b - Blocking: Provide blocking where required at jambs, and heads of windows and doors, to suit interior finish and exterior stucco, as shown in details on drawings. Blocking generally of and 3" stock of required width, securely anchored to masonry. c- Door Bucks: Provide rough door bucks for'all doors with wood frames. ucks to be of 2" stock of required width, anchored to masonry. d- Framing for Stairs: Frame for wood stairs to platform No. 115 to meet requirements of drawings. e- Cat Walks: Provide 24" wide cat walks where indicated on drawings, constructed of 2" x 10" planks spaced 1 apart, nailed to two 2" x 10" stringers. f.. Cam Strips: Provide cant strips and blocking as required for built - up roofing, treated as specified herein. M-.2 New Education Building Miami Shares Presbyterian Church Miami Shores,, Florida. • • • : • .,•*•• • „ i:: • `711,; • ;*- :r■.E • e r . :; • " _•"*. ' ' • . t:' • 7Y105,!u= 7t. ; - ! • t • ,h",:c4;7st .ut7! "11 . . • is, au, a a t • • ',; " ` 1■!: i:.123 tat: • 74'111 . . , • • - r.rf: C .i 4 Q.C4tl. •-,! - • . %?..; •,-• ...,"•••••••••foacr.T OT T. 4. ; : • • r - • „- r r f " • L • . • '8 • :1;r: 9. GROUNDS. tected ]2. 12-2-57 8. STRIPPING AND BLOCKING. (FURRING.) Wood stripper shall be provided on interior face of all exterior masonry walls throughout in finished areas, as well as at interior walls and partitions with surfaces aligning exterior walls. Stripp-. ing to be of 1" x 3" surfaced material, set straight in alignment and secured in place to take plaster lath specified. b - .Provide blocking for fastening stripping, finish millwork, or secur- ing wank of all other subcontractors, or of work shown but not in this contract. Provide wood grounds of the exact thicknesses for the types of plastering specified; 5/8" for masonry walls, 3/4" for metal lath, and 7/8" and 1" for gypsum lath. Grounds set true and plumb, and securely mailed to blocking or other base. Provide grounds for indicated work of other contractors, 10. SUB-FLOOR. Provide for platform No 115, a sub -floor of 1" x 6" T&G material laid diagonally.. Securely blind and top nail at all joists and supports. Joints made over bearings. Place one layer of building paper aver the sub - floor, be- fore finishing floor is applied. No lappi 11. FINISHING WOOD FLOORING. Floor'cf platform No 1i5 shall be Second Grade maple and conform to specifications of the Maple Flooring-Manufacturerst Association. Finished floor shall be 25/32" thick with 2 -4" face, T&G, end matched and securely blind nailed. Nosing on platform shall be solid maple, and as detailed. Finished flooring shall be sanded with a power driven sander and pro.. until ready for finishing. WOOD STAIRS & HAND RAILS. a Stairs to platform No 1 115; shall be caeoted in the beat manner knOwn to the trade. Horses 2" x 10" spaced not over 16" o.c. `reads 1 1/8 ", risers 7/8 ", of First Grade maple, moulded as de- tailed. Baseboard and other stair work shall be in accordance with drawings and to the approval of the Architect. M-3 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. • • " +.. J:/ •{. 1. •' J a.,• -�• f .. r �. ,. a'-\. ' - i . :. :if. •,l . ”.:"..1... .'\•.,j; y • " ^ .1( . + -'" y g p ' r l k t 1 '+V ' . ,1 - •tli J..t;'s1 .�:.. • + r': i,_;!-rji : r. J . rt .1• .. .a ii I.a. t r r.. i:. •. �- �r...,•5•.• ...il. h., l -.. .. • • 1 I 114 . 12 -2 -57 • • b, - Handrail- ail; at steps to platform No. 115, constructed of 4" x 4" wood newel posts and 1i" I.P.S. aluminum, top and intermediate rail, with rubbed satin finish. Rails supported by approved aluminum brackets off of newel posts spaced approximately 5' -0" o.c. 13. EXTERIOR FINISH. 'A11 exterior finish, verge boards, facies; etc., shall be Clear Heart Redwood, or C Select Finish Tidewater Red Cypress, or other wood as approved. a - Doors and Frames: Doors shall be Idaho White Pine; frames Red Cypress, of grade recommended by the•National Lumber Manufacturers' Asso- ciation. Doors shall be solid and as manufactured by Roddis Plywood Corp., Marshfield, Wisconsin, or equal. Thickness as shown in the Door Schedule. All doors bonded with waterproof glue. Transom bars shall be built up as detailed. b - Provide wood gate door No 116, constructed to details on $cawing. c - Aluminum Awning Windows: see spectfication for same. d - General: Staff moulds of all dccr frames are to be left loose for removal and replacement at the time caulking. Waterproof glue shall be used for all exterior miliwoik. INTERIOR FINISH. All interior doors shall be selected birch, prepared for natural finish. All trim shall be unselected birch or yellow poplar prepared for painting. All interior finish shall be formed'of materials specified above and shall be finished and assembled at the mill, as far as practicable, and delivered at the building ready to set in place. The material shall be worked in the best manner known to the ' tenoned, dowelled, blocked and glued together so as to avoid the use of nails as much as possible; mouldings shall be cleanly cut, sharply defined and miters accurately made. All joints shall be made on the miter as far as possible. Plain butt joints without an approved device for pre- venting separation at joints will not be accepted. Nails and screws where.neces- nary, shall be concealed. All nailing shall be concealed. All nailing shall be blind nailed wherever possible, but where not possible, the nailing shall be lo- cated and driven so as not to be visible in the finish. All interior woodwork, except as noted, shall be prepared for painting finish. All inside casing shall be in one length. Note: Interior trim shall not be brought into the building or erected until the plastering has dried out. 14, New Education Building Miami Shores Presbyterian Church Miami Shores,, Florida. ^ 9, : J'fi' ,. ., ;'', k.'. '.i' • ' .. .. .. - ..'F.�^ ..: >;•.. {,- • .:. :r l' 1 ...:(` • :� ?.i: • '• - r ..i �..t: • r ., r• • • 15. INTERIOR DOORS. a - Doors shall be solid core, crossbanded and with standard thickness face veneer as manufactured by Roddis Plywood Corporation, Marehri 1d , Wisconsin, or equal. The doors shall have 3/4" edge strip and be louvered or glazed in accordance with the Door Schedule, and pre- pared for natural finish. For size and thickness see Door Schedule. Reference: Standard Detail Sheet No. 11 & 14 for door types and sections. b -Metal Grilles: (1) Install Barber - Colman Uni -flo, or approved equal, metal grilles in doors, of size and in location shown in Door Schedules. Grilles to be furnished by the Air Conditioning Contractor for installation by the Carpentry Contractor who at his option may forward same to door manufacturer for installation. (2) Install louvers for Door No. 115. See specifications for "Misc. Iron & Other Metal Work." 16. DOOR JAMBS AND TRIM. All wood jambs shall be 7/8" by required k , ?th with applied 1/2" x 2 -1/4 ", moulded rebate strip. Trim; as shown in details. Reference: Standard Detail eet No. 17 & 28. 17. PLATFORM FRONT_(No. 115) Provide front of platform as shown and detailed. The doors shall be made with stiles and mils and panels of plywood. Nosing of platform shall be as detailed. Furnish all hardware needed to complete the platform front. The hardware shall be of approved design to match finish specified in "Finishing Hardware" specifications. Provide two 3/4" x 2i" dolly guides, secured to floor, at each openingto stage front. 18. COUNTERS, SHELVING, ETC. a - Toilet Room No. 108: Provide counter with inserted lavatories where indicated of 3 ' wa terproof ply wood, wit h Formica top, backsplash and "no drip edge ", in one as manufactured by Karrels Manufacturing Company, 333 W. Becker Street, Milwaukee 7, Wisconsin, or equal. Color shall be selected by the Architect. b - Ree tion & Sec' . Room No. 116: Provide counter with shelving be- low as detai ed on drawings. ounter, 1 "plywood, with Formica top and nosing of color as selected by Architect. 12 -2 -57 M_5 New Education Building Miami Shares Presbyterian Church Miami Shores, Florida. • • r • I ' , It.. • t'•:•••• 12 -2-.57 • • c Pastor's Room No. 117: Provide shelving with cabinets below as detailed on drawings. Provide required hardware of approved design to match hardware in "Finishing Hardware" specifications. Shelves shall be adjust- able, with Standards No.233 and shelf supports No.237 as manufactured by Knape & Voght Mfg. Co., Grand Rapids 4, Michigan, or equal. d -. Vault Shelving :: 3/4" x 12" Douglas Fir "Plypanel" with supports as detailed on drawings. e - Kitchen Cabinets: Provide cabinets and supports for serving and clean- up ounc ers _. °ems 1 & 3) at openings No,134 & 135. Top of 1 1/8" plywood. See Details on Drawing to.9 for stainless steel counter top, see specifications for "Miscellaneous Iron & Other Metal Work." 19. PROSCENIUM ARCH TRIM. Constructed to details shown on drawings. 20. ROBING CLOSET. Robing closet in Men's and Women's Robing Rooms, No. 226 and 228, shall be constructed as detailed on Standard Detail Sheet No. 36, complete with base, shelves, doors and trim. Provide all required hardware of approved design to match finish specified in "Finishing Hardware" specifications. 21. CHALK BOARDS. Frcvide chalk boards including the aluminum framing, for classrooms there indicated on drawings. Chalk boards shall be "Loxit Mirawal Porcelox Nu-.Victory ", 3/8" thick x 8 feet long, of color to be selected, trimmed with " Loxit Tru- Snap" all aluminum trim and grounds, all as manufactured by Loxit Systems, Inc., Chicago Ill., or approved equal. Top of chalk ° 'trough 2 above floor in classrooms over Fellowship Hall, 2'4" above floor in all other classrooms. Top of trim 7 above floor. Installation shall conform with manufacturer's specifications. 22.. SLIDING GLASS DOORS Sliding glass doors, Nos. 102, 105, 106, 108, 109, 110, 111, 204 & 205, combining single glazed, fixed and eliding vents, shall be Sliding Aluminum Framed Doors as manufactured by Arcadia Metal Products, 801 So. Acacia Ave., Fullerton, California, or approved equal. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida M.6 • • . z 2 r.••.;!: t ;„ T{.; • !Z .1 :•■••r L 40 •- ''t 0 :t • ".;",:.'fi.Yrzt •I " • t‘' e ' : •, ,. • . ' . • • `"'"/"" ;:c. • -• •'.. . ' • . , ;- • •••': :-; . , ..' • : • ' ; : .?•-• , . ; • .- •;' i .;;; , : 47 .•••,,t•t't? 11:n17 ; • -r '!')';;Rrtt: . • 7.. - • " . • •• • • •- •" .r.. - . : •-;.. - # • ,‘• ..,•• • •: 1-: ' ; F - I - 1:Z • s'■ • • • • • , • ", • •" '••1. -1 • : • • • r% • •;:. , ' • • • Frame and door sections constructed by extruded aluminum. Fixed and sliding doors provided with horizontal muntin. Doors, bottom rolling, on track roll - formed of 22 gauge Type 302 stainless steel firmly retained by the sill member. Sliding panels equipped with "Arcadia" pulls and positive jamb- proof, up- acting cam night latch, and with Schlage cylinder lock recessed in outside pull. Include any necessary vertical stiffening members. All aluminum parts shall receive "Alumilite" (204-R1) finish. Finish of hardware pulls shall be US -26D. Erection shall be in strict conformance with manufacturer's instructions and shop drawings. 23. GLASS DOORS (HINGED). Exterior doors, Nos. 101, 104, 107, 201, 202, 206 & 207 including the two fixed lights adjacent to door No. 107, shall be "Tubelite", Pittsburgh Plate Glass Company, tubular aluminum doors or approved equal frames, trim, anchors and hardware. Doors to be furnished with horizontal muntin. Hardware shall be manufacturer's standard, with one pair of butt hinges per door, push bar, pull handle, dead boltlock, single- acting floor checks and 7 threshold.. All parts shall have standard "Alumilite" (204 -A2) finish. Erection shall be in strict conformance with manufacturer's instructions and shop drawings. 214. INSULATION WORK. Provide 4" thick mineral wool type insulation securely fastened above plaster lath of ceilings under pitched roof areas. Insulation to be installed to form a complete blanket over all areas protected, with vapor barrier laid toward interior areas. Insulation to be similar to Owens- Corning Fiberglas roll or batt form, or approved manufacture, having a waterproof, vapor- resistant paper attached with folded flange edges to insure proper fastening. Fastening shall be in strict accordance with material manufacturer's instructions, and work under this heading is to include all necessary for the installation. 25 HARDWARE.. a - Furnish and apply all rough hardware as necessary, including nails, spikes, screws, bolts, etc., to fully complete the contract. Provide anchors to properly secure roof plates and other items. 12-2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida -7 • • r..t... I`c t n r.� + �` .. '. !•... • f ' '! . +_ i. _�.. 1-ry J.. ._.i .a.. .'!.• �� . _ •.. . :1. ?^ ..1__a: , .:: fa t ., ` , `5� 1 .._ .•� . • r. • `r•• 71,rr jr.r; r. ;'t7 7 +L.._; / °• • :.J :. • � r tJ ')I'S :>;r tit '4•i :..' - 1 .. 12 -2 -57 • • b - The carpenter shall furnish and use throughout the work, a sufficient and proper amount of nails, screws and spikes, bolts, nuts, hangers, anchors and rods and other structural hardware for the proper and substantial erection of the building and all its parts. All structural hardware to be of the proper size and kind, as is customary for the various classes of work. c Receive and be responsible far and apply all finishing hardware. Install in proper working condition, and cover with muslin or otherwise protect hardware finish until completion of building. 26. SHOP DRAWINGS. Submit shop drawings of all millwork and Glass Doors for approval before fabricating any material and work shall not begin until approval is procured. New Education Building Miami Shakes Presbyterian Church Miami Shores, Florida M,S • • C: :fLt . :•.` ••• , '.:o L' • 1,7,1'r " ' • • • • .. .; 7 t "..;. • ;.'"f. . - c L`- ; . F. 17;4,1; .1:Ff.",.1.2- f11 mt: • .7; • • • .1 • tr, (f 7..ct • 3. BUILT -UP ROOF. 12- .2-57 • • ROOFING AND SHEET METALWORK 1 . GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK . Provide all labor, materials, equipment and incidentals required for the built -up and mission tile roofing; all gutters and conductors; all fleshings, counter - fleshings and other sheet metal work; as shown on plans or required by the specifications, and in accordance with the best practice. a - Roofs: Cover all flat roofs with 20 year built -up pitch roofing of ett" or equal approved materials laid up in accordance with the specifications of the manufacturer, and by a roofer approved by the manufacturer. Roof the Sun Shades and projecting concrete. b - Insulation: Flat roofs shall be insulated with 1 3/ thick Fiberglas Roof Insulation as manufactured by Owens- Corning Fiberglas Corp. or approved equal, laid in a mopping of hot pitch, with coated surface up and joints between units staggered. Installation shall conform to manufacturerts specifications, c - Fleshings: Provide built -up roofing with approved built -up fleshings manufactured by the roofing material manufacturer. Provide metal flashing for concrete as shown in Section C/6 and D /6, Drawing No. 6. d - Bond: Furnish a 20 year Surety Bond guarantee covering all repairs den maintenance of built -up roof, including built -up fleshings specified. e , Metal Fleshings, Gutters, Etc.: Same as specified herein under "Mission i e oof g MISSION TILE ROOFING. a - Materials: (1) Tiles: Tile shall be red clay Cubana style tapered covers with red cement straight barrel pans, split cover gable rake, and fittings. Covers shall be used on ridge. Start eaves with double starter and closure same as on present buildings. Color of tile and installation shall match that on present buildings. (2) Wood Striis: Provide 1" wide strips of necessary height under covers and ridges. Wood to be treated as specified under "Treatment" in "Lumber, Carpentry and Millwork" specifications. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida N-1 T �. tJ - .. it , T • a. • '1):% • . 11 • S ... a;!!' . ^` is r ! 10 ` t: 1v ai. • f . 7. 12 -2 -57 (3) Fleshings, Counter - fleshings, gutters, leaders, leader heads, gravel stops and all other applicable sheet metal work shall be 16 oz. copper. (1) Felt: 30 lb. Roofers Felt. (Doubled) (5) Nails: Bard copper for nailing tiles and stripping; galvanized for roofing felt. (6) Roofer's Cement: Pigmented, non- hardening waterproof cement of asbestos fibre and elastic, semi - drying oils. (7) Samples: Submit samples of all materials for approval. b ...-laying of Tile Roofs: (1) Lay 2 layers of roofing felt, parallel to eaves. Lap edges of each layer 2 2" horizontally and 6" vertically. Festea with large - headed galvanized nails. Install wood strips under covers and ridges, securely nailed to concrete roof plank. (2) Lay tiles with not less than 3" lap and fasten with 2" copper nails. Cement gable rakes to field tiles and fasten with 2 2" copper nails. Cement ridges in laps and fasten with 2 2" copper nails. Cement all tiles in laps using 30 lbs, of elastic cement per square. 5. SHEET METAL WORK. a - General. All materials and workmanship shall be in compliance with the best recommended practice as covered by the current standard specifications for sheet capper work published by the Copper and Brass Research Association, 420 Lexington Avenue, New York 17, N. Y.; and "Copper and Common Sense ", of Revere Copper and Brass, Inc., lath Edition. b - (hitters: Shall be farmed as detailed and dimensioned, and of material acalled The gutters shall be made similar to Revere Copper and Brass, Inc., Drawing No. 308 - Detail "C ". All gutters shall be connected to leaders with tubes of proper length, soldered to gutter. Tubes shall extend into leaders at least 3 ". Provide all other applica- ble items specified in the above Association specifications. c - Leaders: Leaders shall be corrugated and of sizes shown, secured with approved bronze No. 1 Rack, Key and Drive fasteners as menu factured by Berger Brothers Company, 229 Arch Street, Philadelphia, Pa. Leaders fitted into c.i. shoes at grade or furnished with elbows for drainage-onto_splash blocks, as indicated on the New Education Building. Miami Shores Presbyterian Church N_2 Miami Shores, Florida . 1. • • 1.. 12 -2 -57 drawings. Note: Patio floor drains and drainage piping for same, furnished and installed by Plumbing Contractor. d - Pipes Through Roof: Flash and counter -flash all pipes extending through roof. e -, Splash Pans: Shall be provided at all leaders spilling out on flat roofs. "Fins shall be made of 16 oz. copper 18" x 24 ". Sides and one end shall be turned up 1 "; other end doubled underneath for stiffness. Pans shall be set in pitch. f Expansion Joints: Provide sheet metal at expansion joints of 16 oz. copper. See details on Drawing No 1. g «. Boxes for Planting Areas: Formed of 16 oz. copper with locked and soldered seams. Top edge bent back 1" at 45 degrees. Provide perforated copper tube through boxes, draining to leaders as indicated. See details on drawings. 6. SST ROOF VENTS Provide (4) slant roof vents in sloping roof over choir Rehearsal and Robing Rooms, in locations shown on drawings. Vents shall be Type SR 20-3 as manufactured by Leslie Welding Co,, Inc., Chicago, I11., er approved equal, of 16 oz. copper and with copper 8 -mesh screen on inside. Provide copper flashing as required. 7. SHOP DRAWINGS. Provide shop drawings for approval. 'ew Education Building Miami Shores - Presbyterian Church N -3 Miami Shores, Florida • • • �' Pt• ��.r� is ,;.;J • • LATH, PT,AMER AND STUCCO (Acoustical Treatment) 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK Provide all labor, materials, equipment and incidentals necessary for complete lathing and plastering of interior walls, beams and ceilings, arches and spaces throughout the building, including acoustical treatment, plaster- ing of exterior ceilings, and stuccoing of exterior walls; as shown on drawings and specified herein. The interior walls of Stairways "B,C & D" and Room No.121 shall be stuccoed. Examine all walls, ceilings and partitions; verify all grounds and see that they are level, true, firm and secure. Ascertain whether all necessary wiring, pipes, etc., have been installed before commencing work, or thereafter be responsible for any tearing out resulting from neglect thereof. Provide all metal lath and accessories as required for erection of and in preparation for plastering of the gypsum tile partitions, in conformance with the best practice and as recommended by the manufacturer of the gypsum tile. The wall on East side of existing Sanctuary in first and second floors of new construction is to be furred and plastered as shown in Feltions and Details on drawings. Scratch and brown coats of plaster for Tile Wainscot specified under "Ceramic Tile Work ". Provide metal lath for plaster in back of ceramic tile. This Contractor shall make arrangements to provide proper and adequate ventilation and heating for the drying of all plaster work, and he will be held responsible therefor. Plaster work affected by corrosion shall be replaced. See "Room Finish Schedule" and details on drawings for extent of plaster. See drawings and details on same for extent of stucco. ?_, ... A'.4TERIALS (PLASTER) a - Gypsum Lath: 3/8" thick x 16" x 48" for 16" cc; 1/2" thick for 24" cc. All gypsum lath perforated. b - Natal Lath: Diamond mesh, copper bearing, 3.4 lbs. per square yard; painted for interior; galvanized for exterior. 12 -2 -57 • • Cornerites: Expanded 3" x 3" for vertical corners only. New Education Building, Miami Shores Presbyterian Church 0-1 Miami Shores, Florida. • :��, .t % %.' .. ... � .-. � .., -. •. r � �A� �- . � '? .t ..'�... is � ii • % • ^> `;' lit_ •. .'.; . • 1 "4 1' 1. • • ;.i 3.... _...1 : .. • ;�f :'1 • • t`t y • l 12 -2 -57 d - Corner Beads: Expanded, 26 gauge, solid zinc. e - Stripites: Expanded, shall lap a minimum of n" each side of the joint, or 16" in all. f - Nails: Galvanized, of required length. - g - Channels: Hot or cold rolled steel sections of standard weight, painted. h - Wire: No.18 and No.14 gauge, annealed and rust proofed, used as specified. Hangers #8 galvanized wire. i - Metal Plaster St ps As indicated on drawings of 26 gauge solid zinc similar to No.66 expansion casing bead as manufactured by "Moor", j - Acoustical Material: "Audicote Acoustical Plastic" applied as specified. k - Plaster. (1) Scratch and brown coats (Fibered as required). a - Gypsum and Lime: U. S. Gypsum Cots products (Lime, A.S.T.M, C:.206 -46 T) or approved equal. b - Portland Cement: ASTM C150, Type 1. Only one brand to be used - - throughout. c .. Sand: Clean, sharp, as approved. d - Bonding Plaster: "Bondcrete" - for concrete surfaces. (2) Finish Coats. White coat as called for, and of approved manufac- ture.ite coat omitted where acoustical treatment occurs. (3) Keenets Cement: Standard, of approved manufacture. (4) Perlite Plaster: Standard, of approved manufacture. 1 - Samples. AU materials, for approval. L. SUSPENDED AND F .. a' CEILINGS. a - Ceilings as shown on drawings, or as required by schedules, shall be suspended from the construction above in accordance with the -- requirements. Make provision for anchorage and provide hangers consist - ing of not less than No.8 gauge galvanized wires spaced not over 4' centers each way, or other hangers as required or specified, to support runners of 1 err channels, spaced not more than 4' centers, to which shall be wired with No.14 gauge annealed rustproof wire, 3/4" furring channels not over 13 -2" centers for metal lath. Steel joists cross furred with 3/4" channels not over 134" centers. New Education Building, Miami Shores Presbyterian Church 0-2 Miami Shores, Florida. • 1 11 • r. b - Runner for suspended ceilings precast concrete roofs shall be supported by 4" dia.. hanger rods, provided by Plastering Contractor, spaced over 4t centers each and not over 4" from masonry walls and - spandrel beams. Hanger rods be hooked into metal Clips, furnished and installed by Contractor for Roof Plank. See specifications for "Precast Concrete Plank." c - Provide outlool'ers, brackets, rods, stiffeners, clips, angles and tees required to make a rigid construction. Frame all openings, etc. Build out as for walls. pilasters, false beams, ventilating ducts, and other plastering work. - All :cork shall be performed in accordance with the standard specifica- tions for gypsum plastering and Metal Lath Manufacturers' Association. • • s. LATHING. a - sum Lath. For all interior areas where wood is the base, use gypsum lath. Stagger between walls and ceilings. Break vertical joints. Space not over a" between lath. Securely nail to wood supports 16" apart and nails spaced not over 4" centers. b - Metal Lath. Where wood is not the base and for exterior ceilings use metal lath applied the long dimension across the supports. Sides lapped not less i" and - ends not less than 1 ", securely laced together with No. 18 gauge galvanized annealed wire in accordance with the latest specifications of the Metal Lath Manufacturerst t eeociation. c - Accessories. (1) Stripites'securely nailed over joints different abutting materials, in accordance with good practice. (2) Cornerites applied at all interior angles. (3) Corner beads for all external angles set plumb or as required. d - Grounds. (1) Masonry 5/8 ". (2) Metal Lath - - 3/4 ". (3) Gypsum Lath - 7/8" & 1". 6. PLASTERING. Ceiling and wells where noted in "Room Finish Schedule" shall be plastered, including soffits, platforms and landings in Stairway "A ". New Education Building, Miami Shores Presbyterian Church 12 -2 -57 0-3 Miami Shores, Florida. • 7 • • t _ .r S V ... .J S s.4 / r. t �t{ Interior finish generally shall be troweled white coat consisting of equal parts calcined gypsum plaster and finishing lime mixed together. Finish shall match that in existing building. Where "Furred Beams" occur in acoustical plastic ceilings, the soffits & side walls of the beams shall be white coat plaster. When concrete columns or beams are located in line of gypsum tile partitions so that plane of plaster continues across the face of the concrete, cover face of concrete and joint with 30# asphalt felt or equal membrane and cover with metal lath. Felt and lath fastened to tile. 12 -2 -57 Cement -lime plaster shall be applied to all exterior ceilings. Finish shall be hard sand finish. a - Gypsum Plaster. Scratch and brown coats for walls and ceilings. b - Application. In accordance with best practice of the trade. (1) On Gyp sum Lath -and Masonry - two -coat work. (2) On Metal Lath - three -coat work. c - Keenets`Cement finish in toilet rooms, bath, and kitchen, shall be mixed for hard finish in proportion of one (1) part lime putty and three (3) parts Keenets cement by volume. d - Perlite Plaster, mixed in accordance with the manufacturerts directions, to be applied on ceiling in Mechanical and Conditioning Rooms. Perlite plaster - shall be applied in strict accordance with the manufacturerts specification, to a total thickness of 1 ". See "Room Finish Schedule". 7. ACOUSTICAL TREATMENT. "AUDICOTE" ACOUSTICAL PLASTIC. a - Application: The ceilings where shown or called for, shall be treated with the acoustical material specified, applied in one troweled coat, and one sprayed on, to a total thickness of 2 ", in accordance with the manufacturerts directions. The acoustical material shall be applied directly on the brown coat. The last coat shall be sprayed on. b - Finish: At completion of the acoustic treatment, the surface shall be sprayed two coats of Texolite Standard Paint (casein flat paint) or approved equal, of selected color, furnished and applied by the - painting contractor to the approval of the acoustical treatment con- tractor. See "Painting" specification. New Education Building, Miami Shores "Presbyterian Church Miami Shores, Florida. • r r1 • • • 1 • 8, PATCHING (PLASTER) After all trim is applied, point up and patch all plastering work, including all normal patching of plaster following the plumbing, heating and electrical work. This Contractor shall do all lathing, plastering and patching needed where the new and existing building contact each other. 9. MATERIALS (STUCCO) a - Sand = (Dry) shall pass a No. 8 " sieve and 20% shall pass a No. 5 sieve. All sand shall be well screened, clean, hard, sharp, siliceous, free from loam, silt or other impurities. 12 -2 -57 b - Water - Shall be clean, fresh, free from oils, vegetable or organic matter. c - Cement - As specified for "Plaster ". d - Lime. • • ;1) Ltgrated - - Mixed with water to form putty, then stored for at leasrE hours before use. (2) Quicklime Slaked immediately upon receipt "with enough water make a cream; then passed - through a N. 10 sieve and stored to prevent evaporation, for at least 7 days before use. e -Waterproofing-- Approved manufacture, applied in accordance with manufacturers directions. f - Metal Lath - Galvanized Metal Lath weighing 3.4 pounds per square yard. oor use at metal lintels, other metal work, and as required. g - Hair or Fiber. (1) Hair . Reasonably free from dust, grease balls and knots and from " to 2" long. (2) Fiber -"A vegetable product, long, clean, well brushed out and free from tannin. h - Samples - To be submitted of all materials for approval. Neia Education Building, Miami Shores"Presbyterian Church 0.5 Miami Shores, Florida. 12. PROPORTIONS (STUCCO) 12 -2 -57 10. GROUNDS (STUCCO) Grounds shall develop not less than 3/4" thicl: stucco. 11. MIXING (STUCCO) Cement and aggregate for each batch shall'be accurately measured and mixed dry until evenly distributed and the mass uniform in color. Box and tools shall be cleaned before each batch is mixed. Water content shall be kept as low as possible. Plasticity shall be obtained by longer mixing without excess water. No caked or lumpy materials shall be used. Mortar that has begun to set shall not be used. Retempering will not be permitted. Batches shall be size that can be entirely used within 2 hour. When stucco is applied over metal lath, 1/5 of one bushel of hair or fiber per bag of cement shall be used for scratch coat only. See manufacturerts directions for waterproofing. Stucco shall be mixed by volume as follows: a - Scratch and - Brown Coats - One part Portland Cement, one part lime, and five parts sand. b - Finish - Coat - Texture and finish to match that of existing buildings, See Ling" specifications for painting of stucco. c - Waterp oofi n� - In accordance with manufacturer's directions for this class of work. 13. APPLICATION (STUCCO) a - Workmanship - Surfaces to receive stucco shall be clean and free from particles that might interfere with a satisfactory bond. Materials, including flashings in connection with stucco, shall be in place before beginning work. - Where stucco is to be applied over flashing, flashing shall first be covered with metal lath. New Education Building, - Miami ShoresPresbyterian Church 0-6 Miami Shores, Florida. r r 12 -2 -57 0 -7 • • Masoney ,a]1s bo receive stucco shall be-•datpened (not soaked) evenly with a fog spray to produce a uniform suction applying stucco. If surfaces become dry in spots, these areas shall be dampened again to restore uniform suction. Coats shall be applied continuously in one general direction, without allowing mortar to dry at edges. Where it is impossible to work full length of wall, jointing shall be at a break opening or other natural divisions of surface. Edges to be joined shall be slightly dampened to produce a smooth joint. Stucco work shall be full 3/I" in thickness. Projecting corners shall be slightly rounded. Stucco when completed shall be uniform in color and texture. Soffits over openings shall be pitched forward to drip. Finish coat shall be cured in strict accordance with the manufacturer's directions. b - Scratch Coat - Shall be approximately R thick applied under suffi- cient pressure to key. Before this coat - has set, it shall be heavily cross scratched in both directions to provide a strong key for brown - coat. When scratch coat is applied over metal lath, mortar shall com- pletely imbed lath. This coat shall be damp -cured 48 hours before apply- ing the brown coat. c - Brown Coat - Shall be approximately " thick. Scratch coat shall be dampened with fog spray to obtain uniform suction before brown coat is applied. Brawn coat shall be applied to scratch coat with sufficient pressure to force stucco into'scratches and shall be brought - up to plu4nb, true, even surfaces, but left rough in texture. When brown coat has set sufficiently it shall be floated with a dry float and evenly cross scratched to form a bond for finish coat. Drying this coat shall be carefully controlled by spraying or other methods to prevent rapid drying. Interval between application of brown coat and finish coat shall be at least 7 days of dry weather. d - Finish Coat Shall be approximately n" thick to make up the 3/4" full thickness of stucco. Float finish to match that of existing buildings. New Education Building. Miami Shores'Presbyterian Church Niemi Shores, Florida. • • • • • ih. ACCEPTANCE AND PATCHING, Stucco with craci :s, blisters, pits, checks or discolorations will not be- accepted. Stucco throughout shall be delivered clean and sound and in accord- ance with specifications. At such time as ordered point up and patch stucco; cutting out for same where necessary. Point up trim and other set work. Patching shall match existing stucco work in texture and color, 15. CLEAN .. On cotipietion of wort, scaffolding, equipment and rubbi.t resulting from this work shall be removed and premises left in a clean condition. 12 -2 -57 New Education Building, Miami ShoresTresbyterian Church 068 Miami Shores, Florida. • ''1 12 -2 -57 C TILE WORK AND TERRAZZO ble esholds 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Dr Provide all labor, Materials, equipment and incidentals necessary to install the ceramic tile floors, base, wainscot, walls and window sills and the marble thresholds at toilet rooms, as noted in Room Schedules, shown on drawings and specified herein, including the Terrazzo floor and base in Fellowship Hall, and the Terrazzo treads, platforms, base and landings for stairs. Note that ceramic tile is used to cover the First Story, North wall of Fellow- ship Hall between columns, in spandrel faces in court of patio and at walls in back of drinking fountains. 3, MATERIALS (Ceramic Tile) The ceramic tile shall be Romany Spartan or approved equal, distributed by Interstate Marble and Tile Co., 1000 N. Miami Ave., Miami 37, Florida. a - Floors: I" x 2" vitreous, non -slip tile of selected color and standard selected pattern. b - Base I" dark matte finish cove base of selected color with straight top, and internal and external angle tile where required. c - Wainscot: 44" x 4n" selected color, matte finish with 3/1" rounded cap. Rounded exterior corners. Height; 4 -0" from floor in Toilet Rooms and Lavatories; 6 around tub in Bath Room and height shown on drawings at drinking fountains. d - Wall Tile: 2 1 /16 " x 2 1 /16 selected color, matte finish for Fellowship Hall wall and in spandrel faces in patio court. Insert tile crosses and lettering as shown on Drawing No.8. e - Window Sills: All window sills to be formed of selected color bull nose stretcher and flat tile as required. f - Grade: Tile shall be "Standard Grade" of the Associated Tile Manufacturers= Association. g - Thresholds: Provide honed finish approved Tennessee Gray marble thresholds 5i" wide and 3 /4" thick at entrance doors of toilet rooms, beveled to .suit the floor .conditions-. New Education Building, Paami Shores•Pr°sbyterien Church r.1 Miami diiores, Florida. c , .,, •.. • • • . { .. - • . rc E:' • i... i :}•,_ .' •• ...._ • • `�' ... ai I! , I • • t.. r .. Metal lath where required for wainscot will be provided under "Lathing and Plastering" specifications. Tile Contractor shall provide the scratch and bed coats for the tile. Tile shall be set in approved miracle mortar and grouted as specified. 5. MATERIALS (Terrazzo) a - Portland Cement: ASTM C150, Type 1. b - Divi Str ips: White Alloy Zinc, 1/8" face, equal to manufacture of Rude' Floor Strip Co., Inc, r.. - Marble Chips: Domestic marble of approved color and size. d - Paper: Approved fibre reinforced. e - Sand Bed: 1" thick. 6. WORKMANSHIP (Terrazzo) a - All work is to be done in strict accordance with The National Terrazzo and Mosaic Association, Inc. b - The work shall be the unbonded type overall (3 ") thick. c - Topping shall be 5/8" thick with 2 -1/8" underbed, reinforced with light gauge.galvanized wire mesh. d - Stripping spaced in about 48" squares and anchored into underbed. e - All terrazzo work shall be ground to approved honed finish f - Grouting shall not be removed before plastering is completed. 12 -2 -57 • • h - Mortar: Thin setting bed mortar for floors shall be "Miracle" as manufactured by the Miracle Adhesive Corporation, or approved equal, applied in accordance with the manufacturer's directions. Mortar f-or walls in accordance with specifications of Tile Manufacturers' Asso- ciation. i - Grout: White cement shall be used for grout, in accordance with the best practice. j - Accessories: Provide where no metal.toilet partition occurs at W.C., a recessed china roll paper holder at each W.C., equal to "Fairfacts" F2 - 6" x 6" of selected color. k - Samples: Provide for approval, samples of all materials. 4. SETT/NG (Tile) Tile floor and wainscot shall be set in accordance with the standards of the Associated Tile Manufacturers' Association. Education Building, Miami Shores - Presbyterian Church P -2 Mani Shores, Florida. . 77- ;).n6 : c:•%.• • • ) • ••• ••••• • '•::•• ' • '7: • • • • • • • •e• • • •"' • • • , • , ro• : • •'7, ; .; _ : r• ' - • .'••••• •• • „ . • •. ,• •:0" 1'7; : • •.: • 7.'!: '''...17:7? • • ,.;• . • ' 5: .•; • . • ' 4 .1 0 ;)...F. , 41) " • 1; • • • .' • ' • . • ; ?;•-' •:;,[ r -. • • • - • • •-• , •••••• 2 -••/: •- ..• • "' • • •••••-• ' • r; • • • — 4 • c.' • • .; ...• ; • • :• f 4 . ;C. • 1 ;' • !:.••3:. • t . f • '•• '.• : C' 117 • 7 • 7 'sf 7, 7 • 7 ' c • • ••"; . .1 • ; ■ (1_ A }1- • 7. SAFETY TREADS Provide Aluminum safety treads, Super -Grit Type 132 as manufactured by Wooster Products Inc., or approved equal, at edges of all terrazzo stair treads and landings. See Standard Detail No.60. Treads shall extend from stringer to stringer with anchors attached by the manufacturer. 8. CLEANING. The floor, base and treati °s f 4 . iehed in t: rt s2. o flail be left thcrc >ughly clean. Tile work shall be left clean and free frotrt cracked, broken or chipped tile. 12 -2 -57 Education Building, Miami Shores"Presbyterian Church P_3 Miami Shores, Florida. • • 7. ASPHALT TILE WORK 1, GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Provide all labor, materials, equipment and incidentals necessary to install standard and greaseproof asphalt tile and rubber base for all floors where shown, in accordance with the drawings and specifications. Furnish edge strips where called for or required. 3. MATERIALS. As made by Johns - Manville, Armstrong Cork Co., Kentile, Inc., or equal as approved. a - Tile: (1) Standard 1/8" thick of "C't color group, 9" x 9" units with borders. (2) Greaseproof tile 1/8" thick where called for. b - Rubber Base: Top -set cove, 1/8" thick, !,." high, of color to be selected. c - Adhesive: Waterproof compound recommended by the manufacturer of the asphalt tile. d - Edging: Metal of approved design and color where required. e - Samples: Submit samples for approval. LAYING. Notify the Architect in writing of any defects in the sub - floor. Do not proceed until such defects have been corrected. Starting the work shall imply acceptance of the sub -floor by this contractor. Test all concrete surfaces for dryness before proceeding with work. When condition of sub -floor warrants, apply the asphalt tile in strict accordance with the manufacturer's directions and in an approved square design. 5. CLEANING. Floors shall be smooth, level, and in a satisfactory condition at completion: and shall be cleaned, waxed and polished in accordance with the manufacturer's directions. 12 -2 -57 See "Schedule of Room Finishes ". New Education Building, Miami Shores Presbyterian Church Q - Miami Shores, Florida. r • • • • r . 7. 9-s • • .r; ALTERNATE. Vinyl Tile: Substitute 1/8" thick, 9" x 9" units, homogeneous vinyl tile with borders, on floors in place of asphalt tile specified. Colors to be selected. Tile as made by Johns - Manville, Armstrong Cork Co., Kentile Inc., Goodyear, or equal as approved. Adhesive as recommended by the manufacturer of the tile. Rubber base, edging, samples, etc., as specified above. 12 -2 -57 New Education Building, Miami &hores Presbyterian Church Q - 2 Miami Shores, Florida. • • FINISHING HARDWARD GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Furnish complete all finishing hardware required in accordance with the drawings, and as specified and required, subject to approval. The Contractor shall allow the sum of Six Thousand ($6,000.) Dollars, for the purchase of the finishing hardware. Owner shall select hardware and shall be credited with any saving as the selection may warrant, or will make up the difference if the purchase price shall exceed the allowance. The Contractor will procure proposals and submit for approval. Hardware shall be delivered to the job in unbroken packages and fully scheduled. 3. TYPE OF HARDWARE. The standard products of P. & F. Corbin, or approved equal. a - Metal and Finish: 12 -2 -57 (1) Exterior . Aluminum. - (2) Interior . Steel, chrome - plated, and aluminum. (3) Finish . Aluminum generally, chrome= - plated"for toilets, etc Closers Aluminum finish or painted, as required. b - Butts: Ball bearing for principal doors. Interior butts generally painted. Three for all doors except two for minor closet - doors. c - Panic Exit Devices: - Where required by law. Locksets: -- All entrance doors with function required by regulations. lllpa sage doors. Closet doors where designated. Cylinder locks, each with 2 keys. All locks master -keyed to function with the system in the existing building. e - Latchsets Only: Closet doors not otherwise specified or required. f - Floor Hinges: Rixson checks or equal where called for in door schedule or shown on plans. New Education Building Miami Shores Presbyterian Church R-1 Miami Shores, Florida • i .., e': • • • g - Door Closers- At exterior doors not otherwise checked, and as elsewhere required interior doors. Key adjustment. Brackets where required. Mortised checks, LCN or equal, where noted. h - M'scellaneotzs - Provide door stops, bolts, push plates, pulls, kick plates, holders, coat hooks, etc., as required. Adjustable astragals where necessary. i - Thresholds:- Extruded aluminum at all exterior doors. Cut for floor hinges where required. j - Aluminum Windows - Hardware by manufacturer. k - Glass Doors - Hardware by manufacturer. 12 -2 -57 New Education Building, Miami shores' Presbyterian Church R-2 Miami Shores, Florida. • f • . GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These go7ern and are a part of this Contract. SCOPE OF WORK. The work to be done includes the furnishing of all labor, materials, tools, equipment and incidentals required to complete the painting and finishing of the building in accordance with the drawings and specifications. a - Work Included: Painting throughout the building as described hereinafter and as 6E5Mise necessary to fully complete all the work including that required under Plumbing, Ventilating & Air Conditioning, and Electrical Work.. b - Work not included: (1) Work specified to be prefinished or finished by others (metal toilet partitions, chrome - plating, etc.) (2) See nGeneral Scope of Work ". . WORKMANSHIP. All work shall be done in a workmanlike manner by skilled mechanics. All materials shall be evenly spread and smoothly flowed on, and shall be free from runs and sags, and no paint, varnish or enamel shall be applied until the pre- ceding coat is thoroughly dry and hard. No exterior painting shall be done in rainy, damp or frosty weather, nor until surface is thoroughly dry. No interior painting shall be permitted until building has been thoroughly dried out by artificial heat. In general, and unless otherwise recommended and specified, exterior oil paints shall be allowed to dry at least 48 hours between coats, and interior paints shall be allowed to dry at least 24 hours between coats. 1 2 - 0 1i - 5 7 FAINTING New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. S-1 • '5 i".• • " ••••,•:," "-• a .; :t •••• • ". !.•-rc.$ t"' 7 ' - • r!* .":.; l '••• . ":"1.:• • $, ;$••• '7 1" -. • ..• 1" :„Z r ;, 7 . • " N r - . 1 ' • • • ,.. = •. • =•.[ 7 '• • • •.. . ' 1; • • :$ ' - S: o :r- t i • (.• ...• ....r • , $•. 1' " • g.• • • • . .• • 1.4 • fel • - • •—• , ; •C'. • ' •."-i.• t 11; ; ,.. ••; ,• • " .1 ••• .'1":; - 7:'` •i•■•! - .4 r• ••• " r • • ••• j /' i • 7d• ' . "•::• ;:r• 12e. P4, 57 • Enamels and varnishes shall be allowed to dry at least 48 hours between coats unless noted in the detail specifications, and shall be sanded lightly between coats with #0 sandpaper, and dusted before succeeding coat is applied. After applying paste wood fillers, excess filler shall be carefully and neatly cleaned from surface by rubbing across grain. All nail holes shall be filled with spackle, tinted to match finish. 4, PREPARATION ar SURFACES. Painting contractor shall be wholly responsible for finish of his work, and therefore shall not commence any part of it until surface is in proper condition in every respect. If painting contractor considers any surface so unsuitable for proper finish of his work that it cannot be rectified by slight sanding, he shall notify the Architect in writing of this fact before any materials are applied, and he shall not apply any material until the unsuitable surfaces have been made satisfactory, or the Architect has instructed him to proceed. All knots or sappy epote shall be given one coat of shellac at least ten hours before painting. All necessary spackling of nail holes, cracks and blemishes in woodwork shall be done after priming coats have become hard and dry, and before eeeond coat is applied, and spackle shall match the shade of the finish coat. All greasy or oily metal surfaces shall be cleaned with turpentine or ben- zine before applying any paint. All scale or rust shall be removed by scraping or wire brushing. Galvanized surfaces shall be suitably primed or treated in preparation for painting. 1 MATERIAIS. a - Kinds All paints, enamels, varnishes, etc., shall be the best represen.. UM kinds manufactured by Pittsburgh Plate Glass Co., or their approved equal, The materials shall be delivered to the job in the original containers b - Sa les: Provide samples for approval of all materials and colors as req ed. New Education Building, Miami Shores Presbyterian Church Miami Shores, Florida S-2 • • • • • e y-11.1 «Lfr o0 1/.5;r17.7, 6131r , 2 r • ' . .. • .• • • tr.ZI T,";•3 . • , . (41 .r r art . ne • , I a L t ).; ; ' • • `,7 • 1 4;„ ° • • . 7 , „. • • . . % . ,, 'f.r . ;:i' .:711. ; r4 : .., , ,r.•,.... 1 .. ,•.,?, .; r.; : d P .- 110 rft.:: '.":: I ',V' A, "%;... " 4.4 . 2 i .. , ri ii. , •:?-.), t '': i':'. :4 ;...) !) . i ' r ;'' :?. ....." . . .. . ...... , . . .. . .' ..1.5 a g'...:, r"...; ''.' :".'..........- ! ":, ?. r att.;:s 4. ,;- 'I, . A ...' ... ....tr:' , .7 . 4 .71 , :11:7' . -. 4 : - .i 4 ..7 7 ,1 7) • ..Yri ._ . 1 ..! 1 . .;,..,, ... i.... : . , ./..) , . — .. .. • (,:.-- ..'",':,..'.i..) , !: . "1. ` :-% yil....., • :-:..;.. ..:;.,-.."10.ft,'„,.) ';', :::•,•: •Ar•■ '.' . ,- -( ..". !" - --,•1 • " 1--,, ::•itf.j t' •-• . 1 . , • c ' - ..' 41 • I' • - • .4 '. ° • - 7 "..i • 1 ,:./ J ,t).L ti: ! :.....! :i. Sr, !I, ..;. -., y: ;,: ..'•'... "to '- . 3 ''..1. %1 -. 1....i :. .._-:?; .; •-•:•,,... : .r :-. • ft. L _ _... . ,.: .-).--,.... ..: .... 1 • .i 1. ■ ' .7.. I'S t.t. . '•;;1 ' ':' • l'' ' ii t11, :1 " 1 1 . : • , - • . . i;#7.14; .. . , • ,• " N • • • • .. : •" • . , , .. ? .. 1 ...: . "17 , .-In . .i,•.. • , • . . : • . ,. . • . . . . . . , . . • ,... • • P . ■ • .• . • 111o:,,T.',.:..c ` i r.:7,,t:f4h.:."1„,d - ...1',%".. :•44.).' at"11".1'. r r .1 .:: :;;t ; 0 ,.'s!'+' ..CT; .. -', ; . f: Df.ni .;..,/f.'".. i '.7•N*1 - % 14 - !:".1 i• . 1 .. T,. biir, : cq:, ,.., :-: -:;: . . ;: l.' - .',1' , ...., .,.-',.-: - c.d iiiw s- ...,..... ..) - 1 .ii:„ 1::)-: .• ''.; •,I,C ?.. . '''_P t ...•:. "....1 1 •Y r !F , %.! ..... ...?... .4. • , ! :,: 1. :1 I ! ; , o . ' " F.+ ;i ,. 1'; . ,,,Wc_• 1 !..;',1 . ter...... d ;,.. ::: , .,,,....;'1...!: , ;);'.. :* '-: ',:i • y : .F.1 .1v3 .1 f. ,. !'".1 1 .. A , •,, . , , • -• . :-: • .... y1 7 7; .. rK ).;;7 .id 2....1.,i4rk cl•-•!, U 1. If) i. ,"-:r. - i ' 1 . .; , ..:4,:,, or*.'„,: ...-,':'..).!•• .- .°.•' 7 . . e .'' '3 : %;• - 'r !' 13 t:.3.7 i 1 .1.1 ./ T. : , ..;',;.: r.,' ...: T. r.r.;:.;:: ,..; - -, 1:: ,-.. ' ? r .:, ... t.t ' 1 ; t ' 'i": ' • "..'s • - - :. . r flirit't • o In. .c.;.1L; r f • r:4 „i • • .:, '' . ' . 7r, r. :' • •, j 11% .; : :Z '':,.,! ': V • . .: . • • . ' .• . , . ". ...1Fo"'• /7 ''' ' 1 -*.`:,:i'.. • " ...d,!,‘ :..i^f :. • , 1 4 ta ; . - , . .. or • ...J. ' • , , ; ,. , • .. 1 ''t r ., ... E .. . 0 • •,..- - ••, , . - -". ! •-'; '.er , .. 1 .10 , ;''' r.'. ■.‘, ' :j.-": !... c l (1'''..116".3•:•+ t' ' '‘;', ': i' fr" . , :t ':;'1.f•' • "., ":' ..terr?, .i•r•I t-T 2........i)i 1 ,?. ■..i ..,:.- , i• ..::; :th'. . ,: 1 . '', ' i 0".. . f '..*.. :.; '1 ...!‘,',. • :!: • •'•.. :•-. I. -,••!..,'.',... ...:••• .: . A t.'•••• • !•y• 0.: , • : , =.7"'" . t*".. , "., '. . . t & '''. - •• . ,. r. . . • .. ..• ••: f;.:: , • ,.., .. .,. . : •-.:. '. . ,,.).f o : .!.; at, 1.!,1:- '..:. f.'," '!" " -: ..r..1. `.11 ..'', ':,':;.7 ':::" -"' 11'1: : '2,3 r :. ::'."'• ".: .' ; ''''...-1 I.' ., '`.E. •■• :',5 12 .2»57 o Storing: The contractor shall store his materials and tools in a room as s ed for the purpose. This room shall be used for mixing of paints; due protection being given against marring any finish by using drop cloths. Precaution shall be taken to prevent fire. APPLICATION. a - Priming: Exterior and interior millwork shall be primed all over upon arrival at the project. Touch up all abraded parts of prime coat on metal or apply prime coat, if necessary, before applying any finish coats. b - Exterior Work: (1) Woodwork. First Coat « Outside Primer Second " Outside Paint Third " Outside Paint; Color selected by Architect. (2) Metal Work (Ferrous only). Shop Coat « Red lead and linseed oil applied before leaving the shop. Second " - Lead and Oil Third " » Lead and Oil; Color selected by Architect. (3) . • • Copper shall be thoroughly cleaned, free from dirt and grease and absolutely dry. If possible, the copper shall be permitted to weather for at least one month after application before being painted. First Coat .. Lead Base Paint Second " . Outside Paint Third " - Outside Paint; Color selected by Architect. (l&) Structural Steel .. See "Structural Steel" specification. (5) Plaster, Stucco and Concrete First Coat - Pittsburgh Alkali Resistant Second " » Cementhide Brick and Stucco to finish color. Third " » Cementhide Brick and Stucco be selected by Architect to Well Primer VC» 10311. Paint, tinted to conform Paint, tinted. Colors to blend with existing buildings. New Education Building, Miami Shores Presbyterian Church Miami Shores, Florida. S.3 • f.;.. • .7 .^7t1, 1;;;;:;.t) •,,• :1 ;0,* , 01. ' ., - • .; • - • 4. •• , 4 • '4 • •," — • tlf • • '7 et; OTTI.; 4 • • . *: • •' U" , """: •' : '77 • ) 7 !'■ n. , , • , • 1. .!' • . • • "; • 7 .7 • 1 • "' • . • ••„'..* ' • . "..••:••••- :•• . • . • • • (. • 7 '. 1. ) • - .• 'tat. .1 • • I 1 =‘ • ‘. : Ct.t 1"- ; t J(7.. t/r.V.: 7 . 7 : - . C .• . .; •:: -It' • • , • 12 -2 -57 (2) Wood Trim. c - Interior Work. (1) Doors. First Coat - Stain (filler if required) Second" - White shellac (steel -wool rubbed) Third " - Wax and Polish. First Coat - Enamel Undercoater. Second " -. Half Undercoater - Half Enamel. Third " - Enamel; Color selected by (3) Metal Work First Coat - Enamel Undercoater (If no shop coat) Second Coat .. Half Undercoater & half enamel Third Coat .. Enamel; Color selected by Architect All exposed conduit, piping, ductwork, hangers, supports and other metal surfaces in unfinished areas, except polished or factory finished, shall be thoroughly cleaned, wire brushed if necessary and painted two coats of lead and oil paint. Final coat shall be tinted to conform with adjacent painted surfaces or as directed. (4) Wood Platform & Stairs (No.115) Two coats approved penetrating stain, waxed and polished. (5) Accoustical Treatment (Audicote Acoustical Plastic). Finish: At completion of the acoustic treatment, the surface shall rayed with two coats of "Texalite" Standard Paint (casein flat paint) or approved equal, of selected color, furnished and applied by the painting contractor to the approval of the acoustical treatment contractor. (6) Plaster: All plastered walls and ceilings, except Acoustical Plastic, Shall be neutralized with zinc - sulphate. Blemishes in plaster shall be repaired with Spackling Compound, sanded smooth and spot primed. First Coat: Primer - Sealer tinted to conform to finish color. Second Coat: Flat Wall Paint plus any color for tinting. Colors to be selected by Architect. (Keene's cement shall be finished semi-gloss.) New Education Building, Miami Shores Presbyterian Church Miami Shores, Florida. S.4 • • • `, r,.• • • - • ,r. • • '.;•. . • •,!;.; :t T t : . • Erfj` "' •+ f" • - ; 7 ,; ..; 1 „"•;•-: " • V. ''..• . .r.r. • .*J111•8t • y••;f:)..;•: 2 '',•.•• • . • - • .• -,„„ „.,- „ • • If': 7.• ‘7".•• '; ,=1;•` • • •i 4 ;-;; . '7 ! tic.r. 17 ; •.• • .71 • .• . ".' .7, • =7 : ' • .. !. . • 75 . t • r —• 111 • ; 1.„ • ti , :••••• r•;•.:)••••: -4 "!) .*.• • ••••7:'.: '..,•:•••• r:,) 12 -2 -57 7. PRCTECTICN AND CLEANING. Protect all adjacent surfaces during painting, and recondition or replace any such surfaces that ma be damaged. This Contractor shall repair or repaint, as needed, where the present and the new building meet. New Education Building, Miami Shores Presbyterian Church Miami Shores, Florida. • GLAZING 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS, These govern and are a part of this Contract. 2. SCOPE OF WORK. Provide all labor, materials, equipment and incidentals required to furnish and install all glazing throughout the building as shown on plans and required by the specifications. MATERIALS. 12 -2 -57 • • a - Clear Glass - Double strength 'BT' quality, in all window sash. Waves in panes to run horizontally. b - Leaded Glass: Tinted glass of selected colors to be provided in Type "ors in accordance with detail on drawing. Lead canes as shown to be neatly mitered and joined. c - Mirrors - - Polished plate glass 1/4" thick, - waterproofed on back, equal to the product of Pittsburgh Plate Glass Company. d - Glazing Compounds - Shall be as manufactured by Pecora or equal. e - klPs - Submit for approval, samples of all materials. 4. GLAZING. General: Bed all glass exposed to the outside in glazing compound, well sprigged and bedded. Carefully bed beady, where used. Glazing compound for aluminum windows shall be particularly adapted and colored for use with aluminum. Windows shall be glazed in a closed and locked position. Glass in inside sash and doors put in with beads furnished by others. Bed beads on both sides. Glaze wood doors after one field coat of paint or stain has been applied. 5. MIRRORS. Provide polished plate glass of sizes indicated on drawings. Mirrors shall have bevelled edges and applied with chrome - plated clips fastened with ornamental chrome -dated bolts. For location see Architeotural drawings. 6. CLEANING. Remove all labels and paint, and leave all glass clean and in perfect condition. New Education Building, Miami Shores'Presbyterian Church Ti - Miami Shores, Florida. • • • QUARRY TILE 1. GENERAL AND SUPPLEMENTARY GENERAL CONDITIONS. These govern and are a part of this Contract. 2. SCOPE OF WORK. Provide all labor, materials, equipment and incidentals necessary to install the quarry tile floor and base in Kitchen, Room No. 113. 3. MATERIALS. a - Floor Tile: 6" x 6" x 1/2 ", "Carlisle" quarry tile as manufactured by l� saic Tile Company, Zanesville, Ohio, or approved equal. Color to be selected by Architect. b .» Base: 5" high cove base of selected color with straight tap, and rnai and external angle tile where required. c - Grade: Standard Grade of the Associated Tile Manufacturers' Asstn. d - Thresholds: Marble at doors where indicated.. Same as specified for "Ceramic Tile Work ". e - Mortar for Setting Bed: One part Portland cement, four parts sand and not over 10% of cement content, hydrated lime. f -• Grout: An approved waterproof cement and sand (1:1 mix) tinted as directed. g - Samples: Provide samples of tile for approval. SETTING. a - Tile floor and base shall be set in conformance with the current edition of the Tile Handbook as issued by the Tile Council of America. b - Setting bed shall be approximately 1" thick laid over a layer of building paper and reinforced with light gauge galvanized wire. Slope floor to drains. c - Joints in quarry tile shall be 1/I" wide. 5. CLEANING. At completion, leave all work clean, and free from cracked, broken or chipped tile. 12 -2 -57 U 1 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida. Ll.t `• • r f • .f r_ •t .. .� _ �� _.rt • .�. . ^ _ J ,'yt1r1� • l }1 . , c ••-r - t l 1 - , •r, . • i `r - • 12 -2 -57 • • PLUMBING 1. General and Suppleme G eneral Conditions. These govern and are a part of this Contract. 2. Contractor. When the term "Contractor" or "Plumbing Contractor" is used in this section of the specifications, it refers to the contractor respon- sible for all work under this section. Those responsible for other phases of the work will be referred to specifically such as "Mech- anical Contractor ", "General Contractor" or simply by the term "others ". 3. Scope of Work. The work includes but is not necessarily limited to the following: a. Soil and Waste Pipes - A system of sanitary drainage with trapped connections to all fixtures and all other equipment requiring drainage. b. Rain Water Piping - A system of rain water drainage including catch basins, rain conductor shoes and soakage pits, all as shown on the drawings. c. Domestic Water Piping - A system of hot and cold water piping with complete connections to all water consuming equipment. d. Gas P - A system of gas piping with complete connections to gas consuming equipment. e. Plumbing Fixtures - The furnishing and installation of all plumbing fixtures and drains. f. All excavation and backfilling necessary to install the work under this specification, g. All necessary fees, permits and charges required by the City and the Water Company. h. The installation o temporary toi let facilities for use of work men during conatruc ion. '_ X - 1 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 71• ' .."•t• • • ••.:i 4 • . JL • • • .•. '1••••.• • , 7 • , ;(-'' • : .• ' :••.• 'I, - , :'"t 7 ."• • . . . 'f•.; •••.' • ••• • J • t r • :.' • . • •11 ; • - • --, 00.1- ',. , ;•••-• • ' • • 1 ' •• . o 11 ." ' • . ; .• „ t !:!•••;; • : 7 ".••.- • . — • • • • PLUMBING i A system of fire standpipes_and_firj Dose cab pet@ as e8"raifed on the drawings. 3 The providing of cold water for use of all trades during con- struction. kc The removal of all plumbing and fixtures in that portion of the existing building that is to be rebuilt. 1 Sewage disposal - The installation of septic tanks, grease trap and drainfields. 4. Food Service Equipment. Except where noted otherwise, food service equipment will be provided and installed in place by others. The equipment will be provided with all plumbing specialties installed with the exception of traps for fixtures requiring direct drainage connections. The Plumbing Contractor shall provide and install all traps, including grease traps, a shut -off valve in each supply line to each item of equip.. ment, make final connections to the building service supply and drainage systems, and provide and install all indirect waste piping from threaded outlets on the equipment. All specialties and piping for services other than domestic water, safe waste, gas, and drainage will be installed by others. 5. Singular Number. In all instances where an item is referred to in the singular number in these specifications, it shall be understood that such reference shall apply to as many such items as are necessary to complete the work. 6. Regulations. Except where noted otherwise, all workmanship and material shall comply with the latest plumbing code and all laws, regulations and ordinances applying to this class of work. All work must be examined, tested and approved by the proper autho- rities. This Contractor shall procure, at his own expense, all permits necessary for the installation of this work, pay for all inspection fees, obtain and pay for all certificates, obtain and pay for City water tapping charges, and prepare any plans that are necessary for final acceptance of the work by the proper authori- ties. New Education Building 12 -2 -57 Miami Shores Presbyterian Church Miami Shores, Florida X-2 , • • 11. Cutting and Patching. 12 -2 -57 PLUMBING x -3 7. Guarantee. All materials, equipment, and workmanship shall be guaranteed for a period of one year beginning on the day when final payment falls due under the contract. 8. Drawings. The drawings accompanying these specifications are diagrammatic and are intended to indicate the approximate and relative locations of services and equipment. The drawings shall not be scaled for such locations. Because the drawings are diagrammatic and on a small scale, all rises, drops, offsets, etc., have not been shown. The Contractor shall agree to provide and install the necessary piping, fittings, valves and other specialties to suit such conditions with- out additional cost to the Owner. The Contractor shall carefully examine all drawings and specifica- tions for general construction, mechanical, electrical, and other work. Where the possibility of interference exists, the Contractor shall consult with the Architect and other contractors and shall pre- pare dated dimensioned drawings showing his work clearing the work of other trades. Prints of the drawings shall be distributed to the Architect and the other contractors for written approval. Should interferences occur due to the failure of the Contractor to fully inform himself of all conditions, he will not be entitled to an extra. 9. Site Investigation. It shall be the responsibility of the bidders to visit the site of work before submitting their bid and acquaint themselves with avail- able information regarding the location of existing facilities. 10. Co- operation. This Contractor shall co- operate with all other Contractors, He shall check the location and size of inlet and outlet pipes on equipment furnished by others so that he may provide the necessary sizes of pipe, reducing fittings, valves, etc. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • • • :.Y PLUMBING The Contractor shall cut all openings, chases and trenches required for the introduction of his work and equipment in and about the building, doing all backfilling, repairing of floors, walls, etc., damaged by cutting. All work done under this heading shall conform in every respect to the finish and quality of workmanship and mat- erial done and used respectively in the building. 12. Cleaning Up. The Contractor shall at all times keep the premises free from accumulation of waste material and rubbish caused by his employees on the job, and at the completion of same he shall remove his re- fuse, including materials taken from the existing building, from within and around the building. All tools, scaffolding and surplus materials shall also be removed leaving the site of his work broom. clean. 13. Waterproofing. Wherever any work done under the contract has to pierce any water- proofing, this work shall be sealed and made absolutely watertight to the .satisfaction of the Architect. 14. Materials. (a) General requirements - Materials for this contract shall be of the new materials, free from defects. Materials shall be of the generally accepted standards of weight and grade. All materials shall comply with the latest requirements and specifications of the American Society for Testing Materials, wherever the above society has such specifications and standards, (b) Cast Iron Pipe - All cast iron pipe and fittings shall be service weight cast soil pipe and fittings, coated with coal tar pitch. (e) Steel Pipe .• All steel pipe shall be standard weight, mild steel and shall be galvanized. (d) Drainage Fittings - All drainage fittings for sanitary waste shall be galvanized of standard weight. (e) Malleable Iron Fittings - All malleable iron fittings shall be galvanized and shall be standard weight. 12 -2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida x -4 • • 12 -2 -57 • • PLUMBING (f) Copper Pipe and Fittings .. Copper pipe shall be standard hard copper pipe, type L. fittings for copper pipe shall be cast bronze with recesses to receive pipe and make a perfectly smooth waterway. Fittings shall be sweat type, of standard weight. (g) Pipe Cleanouts - Pipe cleanouts in soil waste lines shall be extra heavy iron body brass plug cleanouts of the same size pipe on which it is installed and shall not extend less than 1/10 above pipe hub with raised nut, except where flush with wall or floor, in which case it shall have a recessed socket. Cleanout plugs shall have solid hexagonal nuts and shall be made up with graphite applied to male threads. Chrome plate plate shall be placed over cleanouts in all finished areas. (h) Escutcheons - Escutcheons shall be chromium plated, and shall give set screw, springs, or other device to hold them securely in place. (i) Hangers and Supports - All hangers shall be malleable or wrought iron sectional ring hangers with adjusters, equal to Crane #215 F. chain, wire or bent rod hangers will not be permitted. All horizontal soil, waste and drainage lines in building shall be supported firmly. Vertical lines shall be adequately supported from each floor slab. All service piping shall be supported 10 ft. apart, for pipes larger than 12 ", and 8 ft. apart for pipes 12" and smaller. Soil piping shall be supported 5 ft. apart. Copper tubing shall be supported 6 ft. apart. Inserts shall be cast iron or steel, of a type to receive a machine bolt head or a nut after installation, and shall be installed in place before concrete is poured. (j) Pipe sleeves - Furnish and set No. 22 gauge galvanized iron sleeves in floor before pouring of slabs and in walls for all plumbing pipes passing through them. All pipe poured in concrete to be wrapped with two #30 felts. (k) Lead Pipe and Brass Ferrules - All lead pipe and lead bonds used for connection to equipment shall be of the grade known commercially as "D ", and shall be of drawn pipe of the best New Education Building Miami Shores Presbyterian Church Miami Shores, Florida X -5 • • 12 -2 -57 • • quality of its specified grade. Lead pipe shall be connected to the cast iron pipe by means of heavy brass ferrules, and to the lead pipe by means of heavy wiped solder joints. Ferrules shall be of extra heavy cast brass, and of the following weights. Pipe sizes 2" 3" 4" PLUMBING Length Weight 16 oz. 4t" 28 oz. 4211 40 oz. 15. Water Supply. (a) Water Supply .- All water piping shall be galvanized steel pip- ing, assembled to galvanized malleable iron fittings. (b) Valves - Valves 3 inches and smaller shall be all brass con - st'ruction. Larger valves shall have iron body with brass trim. All manufactured by Crane Company, No. 438. All valves for use with copper tubing shall be equipped for solder connections. (c) Check Valves - Check valves shall be horizontal swing check valves with brass seats and brass disks, Crane No. 34. (d) Unions - All unions on galvanized pipe up to and including 2" MIT galvanized ground joint brass to iron seat, Crane No. 1280. (e) Escutcheons - Wherever pipe lines pass through finished floor walls or ceilings, provide chrome plated escutcheons. (f) Air Chambers - At each fixture or group of fixtures place an air chamber. Also place air chambers on riser and at ends of supply lines. Air chambers shall be 20 pipe diameters long, but in no case less than 12 inches. (g) Lawn Faucets - Where shown on plans, provide rough nickle plated compression lawn faucets with key handle, solid flange, 3/4" female connection with 3/4" threaded hose end, Crane #8- 340 or equal. R -6 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12 -2 -57 • • PLUMBING X - 7 16. Joints and Connections. (a) Sanitary stem - Joints shall be made with picked oakum, well iven in, and molten pour pig lead, poured full at one pouring. It shall be then caulked thoroughly until air tight. Joints between cast iron pipe and other pipe shall be screwed and made with approved compound. All horizontal pipe shall be laid on uniform grade. All riser pipe shall be truly vertical. All changes in direction shall be made with long bends. No skewed joints shall be permitted. Connection to horizontal lines shall be made with Y- branches, and to vertical lines with sanitary tees. (b) Water Supply Piping .• All changes in size shall be made with re- ducing fittings and couplings as the use of bushings will not be permitted. All threads shall be given a coat of zinc chrom.. ate for a primer. The ends of all pipes shall be reamed free from all burrs. Approved joint compound shall be used on the threads and shall be applied to male threads only. In erecting plated piping, fittings, and fixtures care shall be exercised not to mar the finish. Friction wrenches must be used, and no wrench marks shall be shown on completion of work. All fittings shall be for standard 125 PSI working pressure. (c) Flashing Vents at Roof - All vents passing through the roof "g111 be flashed with 3 lb, sheet lead. Riser tubes, fused to 12u x 12u base pads shall be turned into the vent pipe. Vent flashing by Plumber. (d) Expansion Bolts and Toggle Bolts. Connection of wall hangers, pipe supports or fixture settings with masonry, stone or concrete backing shall be made with an expansion bolt or toggle bolts. No wooden plugs shall be per.. mitted. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 19. Plumbing Fixtures. 12 -2.57 • • Room 107 - Furnish and install: Room 108 • Furnish and install: PLUMBING 17, Septic Tanks. Install septic tanks, grease trap and drain field as shown on plans. 18. Insulation. All under floor domestic hot water piping shall be insulated with 1" thick Foamglas pipe covering as manufactured by Pittsburg - Corning Corp., secured with two strands of copper wire per section. Fitting shall be insulated with hydraulic setting insulating cement equal to Quik.Set. Exposed hot water piping in Room 123 shall be insulated with 1/2" thick low pressure fiberglas insulation with factory applied universal jacket stapled before banding. 2 - Urinals and one lavatory, as specified for Room 210. 1 - Water closet as specified for Room 211 1 - Josam #6?3 VH floor drain tapped 3 - Water closets as specified for Room 211 1 - Lavatory built -in Crane 1- 282, -S - 20" x 19" 8 -575A supply 8- 301 -3/8" angle supplies 8.-400 •. 1, " 17 ga. P-trap Huddee 18 ga. S.S. frame 1 - Josam #673 VH floor drain tapped X -8 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12 -2 -57 • • Room 113 - Furnish and install: 2 - Josam #673 VPB and 1 - 5103 PB Floor Drains 4 - Wall type sink faucets - Crane 8 -222 2 - 8 -401 - lau P -traps with continuous wastes 4 - LK -27 lever operated wastes with basket Strainers, one in each compartment 4 - 8 -317 supplies with stops Room 119 . Reuse existing lavatory, tank type closet and trim, now installed in Pastor's Study. Furnish and install 1 - Josam J-673 VH, use tapped tee for safe wastes. Room 121 - Furnish and install: 1 - National ER -8, 1000 watt, 110 volt single element Hot Water Heater, 162tt x 30" high with relief valve and vent inoluded. Room 123 - Furnish and install: Room 125 - Furnish and install: Patio 156 - Furnish and install: PLUMBING 2 - gran Model A, Type T, double element Hot Tester Heaters' (9 KW each),. 230 volt. single phase with relief salves. 1 - Josam #30L. Floor drain - no trap required. Room 127 - Reuse existing lavatory, tank type closet, urinal flush valve and trim now installed in men's toilet. Furnish and install anew urinal. Crane 7 -70, 18" Sanitor Duraclay - slope front 3/4" top spud. 9 -906 Universal strainer 1 - Larco Kool -Pac KA -100 complete with 214 x 18 grille 2 .• Halsey Taylor #5651 semi - recessed fountains less glassfiller tapping Set one rim height at 26" and one at 32" above floor New Education Building Miami Shores Presbyterian Church Miami Shores, Florida X -9 12 -2-57 PLUMBING Room 202 - Relocate and reconnect existing Dwyer unit from existing custodian's apartment. Room 203 - Closet: Furnish and install one National E-20D, 750/1250 watt 220 volt double element hot water heater with relief valve and vent line. Room 20L1 - Reuse existing lavatory, tank type closet and trim now installed in custodian's apartment. Room 210 - Furnish and install: 2 - Urinals as specified for Room 127 but with Sloan 185 "Crown" flush valve. 1 - Lavatory - Crane 1- 510 -P -20" x 18" Rhodile ARECI 8 - dialese faucet - C.W. only 8 -350 drain with chain stay and stopper Fig. 72 angle supply with stop 8 - 401 - 14" C.P. 17 ga P -trap with deep escutcheon 8 - 650 P.O. Plug 1 - Water closet as specified for Room 211 Room 211 - Furnish and install: 1 - Lavatory - same as specified for Room 210 3 - Water closets Crane 3 - 300 Santon Syphon jet closet, elongated bowl, 1i" top spud, 2i" passageway, 12" roughing in. Sloan 110 FYV Crown flush valve with vacuum breaker. No. 10 Black Olsonite open front seat with self sus- taining hinge. China bolt caps Room 226 a Furnish and install: Model LK 2E -520 two burner, refrigerator sink combination. 110 volt plug -in. Room 229 ■ Reuse existing lavatory, tank type closet and trim now installed in women's toilet.. X,10 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12..2 -57 • • Patio 253 Furnish and install: PLUMBING 4 - Josam 0632 -B-PB floor drain 2 - Fountains as specified for Patio 156 Room 20I - Furnish and install: 1 - Bath Tub Crane 2 -98-RE - 5P0 long 2 - 305 Regal Dial -ese supply and shower fitting with Rainbeau head 9 -45 Regal 12" Pop -up waste and overflow 4 -103 1" Rod 20. Pai nt ing. For painting of exposed piping, hangers, supports and other metal work see specifications for 'Painting." All ferrous materials shall be furnished with a prime coat of paint applied at the place of manufacture unless other means of protecting from rust are provided. :I:. 5.1, c•- - r' .:... •. 21. Fire Hose Cabinets, etc. Corridors 112, 21L and 224 and Stage 115. Furnish and install Standard Fire Hose Company or equal Hose Unit #53 with annodized aluminum door and trim, and chrome plated rack and fittings, full glass door, #85 U hose rack, 22" hose valve, #312 coupling, 75 feet of unlined line fire hose, #18 nozzle and U.L., 22 gallon Soda and Acid extinguisher. R -11 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida ing: VENTILATING & AIR CONDITIONING 1. General and Supplementary General Conditions. These govern and are part of this Contract. 2. Contractor. When the term "Contractor" or "Mechanical Contractor" is used in this section of the specifications, it shall be understood that it refers to the contractor for all work under this section. Those responsible for other phases of the work will be referred to speci- fically, such as "Plumbing Contractor ", "General Contractor ", etc. 3. Scope of Work. The work includes but is not necessarily limited to the follow- a- The installation of complete air conditioning systems in- cluding self - contained units, compressors, air handling units, cool- ing tower, condenser water pumps, condensers, reheat coil, sheet metal ductwork, grilles, insulation of ductwork and piping, condens- er water piping, refrigerant piping, controls and electrical work. b- The installation of ventilation systems including fans, kitchen hoods, ductwork, grilles, and controls. 4. Singular Number. In all instances where an item is referred to in the singular number in these specifications, it shall be understood that such reference shall apply to as many such items as are necessary to complete the work. 5. Regulations. All work and materials shall be in accordance with the latest requirements of Local Municipal or County Ordinances. This contrac- tor shall pay all fees, inspections, and connection charges requir- ed for this work, and shall furnish satisfactory evidence of com- pliance with all requirements before final acceptance of the work. 6. General Requirements. This contractor shall refer to the Architectural Plans, Mechan- ical Plans, General Specifications, and General Conditions covering 12 -2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • the construction of the complete building and the installation of the mechanical equipment. This contractor shall be fully responsi- ble for the proper coordination of his work with the other crafts on the building. No allowance will be made for this contractor's failure to familiarize himself with all conditions before submission of his proposal covering this work. 7. Alternates. No voluntary alternates to specified equipment items will be accepted. All proposals for substitutions will be considered after award of the General Contract. Proposals for substitutions shall be in letter form in quintuplicate with all technical and descrip- tive data included. Where equipment ratings must be interpolated, all such calculations shall be presented for approval with the re- quest for substitution. All such requests for substitutions shall be in the hands of the Architect no later than 30 days after award of the General Contract. $. Sub - Contracts. No portion of this contract may be sublet without approval of the engineers, and the contractor shall submit the names of all pro- posed sub - contractors for approval with his proposal. In awarding the contract consideration will be given to the sub - contractors listed by the bidder in his proposal. If such sub- contractors are deemed unsatisfactory by the engineers and /or the owner, the contractor may submit the names of other sub - contractors for approval by the engineers. After award and signing of the con- tract, substitution of other sub - contractors not approved prior to award of contract will not be permitted. The contractor shall be fully responsible for the work, ac- tions, and results of any sub - contractors as if no sub - contractor existed, and all work of sub - contractors shall be properly corre- lated. 9. Shop Drawings and Samples. The contractor shall furnish samples and shop drawings in quin- tuplicate to the engineers where called for, where necessary to show clearly the work intended or where the approved substitution of equipment requires a change in ductwork, piping, or equipment arrange- ment from that shown on the drawings. Submission shall be made in sufficient time so as not to delay 12-2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida Y - 2 progress of work or the work of other contractors, and the contrac- tor shall call the attention of the engineers to every change from the contract drawings or specifications which is involved in the matter submitted for approval. The contractor shall make changes as and if required, and re- submit drawings for approval. Approval of such drawings by the engineers will not relieve the contractor from responsibility for his own errors, nor from the re- sonsibility for compliance with plans and specifications. 10. Testing and Starting. The following tests shall be made after the air conditioning, and ventilation systems.are placed in operation: a- The volume and velocities of air at all terminals, outlets inlets, etc., shall be tested. Volume dampers, splitters, outlets, etc., shall be adjusted so that the air volumes will be as shown on the drawings. On completion, each system shall be turned over free of all objectionable drafts, and the deflectors and splitters, etc., shall be adjusted as required to accomplish this result. • • b- Tests shall be conducted by using a pitot tube tial draft gauge, anemometer or anernothenn in the main return air ducts, branch ducts, and other locations as The results of these tests shall be that the total sum be within 5% of the total as shown on the drawings for ular system. c- The contractor shall provide all instruments and labor to make the tests herein specified. d- The condenser water system shall be balanced by checking the actual pressure drop across each condenser and coil and adjusting the balancing cock until the water quantity through the condenser or coil is such that the pressure drop is equal to that calculated from the manufacturer's data to provide the conditions specified on the drawings. e- On completion of tests, a record in triplicate of all calcu- lations and measurements of air balance and the water balance shall be delivered to the Architect for record and approval. f- It shall be the responsibility of the contractor to start the system initially, and to operate same for a period of not less 12 -2 -57 Y - 3 and differen- supply ducts, directed. of air shall that partic- New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • than five full eight hour days after all necessary adjustments have been made, in the presence of the Architect's and Owner's represent- atives. g- If the testing and balancing above called for is not com- pleted within 30 days after essential completion of the installation, the Architect reserves the right to obtain the services of others to accomplish this test and balance with minimum inconvenience to the owner. This will in no way relieve the contractor of his responsi- bility for the guarantee of material and workmanship and for the full equipment warranty hereinafter specified. Any and all costs for such testing and balancing by others, made necessary by the contractor not completing this work in the time allotted, will be deducted from the balance due the contractor. 11. Guarantee. This contractor shall guarantee that all equipment has the capa- city enumerated in the specifications and specified on the drawings, and that the equipment will operate without excess noise or vibration. This contractor shall also furnish a written guarantee covering all workmanship and materials for a period of one year from date of acceptance. This shall include an agreement to repair or replace at his expense all the defects that may appear in that time, which in the opinion of the Architect, are due to defective workmanship or materials. The contractor is also to guarantee the replacement, without charge, of all refrigerant and refrigerant oil lost through the first ninety days of operation after final acceptance. Air filters and V -belt drives are not included in this guarantee. 12. Work Not Included In This Section. The following work and materials, which are necessary to com- plete the ventilation and air conditioning installation will be fur- nished under other sections of the specifications: a- The water make -up piping to the float valve on the cooling tower, the drain piping from the cooling tower and the insulated condensate drains from the drip pans of the cooling coils. b- Electrical power wiring to each of the air conditioning unit locations terminating in gutters (and a disconnect switch at Unit No. 7). Also, power wiring to the two condenser water pumps and the 12 -2 -57 Y - 4 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida cooling tower fan terminating in weatherproof disconnect switches. c- Electrical boxes roughed in for all remote switches, ther- mostats and humidistat and empty conduits from these boxes to the gutters (and to Unit No. 7). d- All cutting, patching, painting and decorating necessary for the installation of the equipment, ductwork, pipes, etc. This con- tractor to accurately lay out all holes for his work. e- The foundation and grilleage to support the cooling tower as detailed on the Structural Drawings. f- All weatherproof louvers and screens in the outside wall. g- The installation, only, of door grilles. h- Access panels. This contractor is responsible for the cor- rect size and location of access panels, if changes are required from these shown on the drawings. i- Frames in ceiling openings to receive return air grilles in the Fellowship Hall and the ceiling fan in Toilet Room No. 204. j- The fabrication and erection of the oven -range hood complete with the grease filters. This contractor shall furnish and install the sheetmetal duct connection between the hood and the fan. 13. Self- Contained Units. Units No. 1 thru 5 shall be self- contained units of the capacity as called for in the Design Data Table on the drawings. They shall be complete with hermetically sealed, semi - sealed or V -belt driven compressor units designed for use with Freon -12 or Freon -22; a shell and copper coil condenser or condensers; finned, non - ferrous, direct expansion cooling coils; high velocity type air filters arranged to filter both the outside air and the return air with a maximum face velocity of 450 ft. per min.; a fan section complete with quiet op- erating, squirrel cage fan wheel; pressurestats; strainer and ther- mal expansion valve all mounted in an attractively finished thermal- ly and sound insulated casing. The control switches and thermostats normally wired within the units shall be disconnected and removed and shall be replaced by con- trol switches and thermostats here -in -after described and where shown on the drawings. The motors shall be wound for 230/3/60 power supply with the exception of the fan motors for Units No. 1, 2, and 3 which 12 -2 -57 Y -5 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12 -2 -57 • 1 shall be wound for 230/1/60 power supply. The units shall be isolated from the floor with ribbed neoprene pads of the proper size. 14. Air Handling Units Furnish and install air handling units of the arrangement and capacity as called for on the drawings for Units 6 and 7. Each air handling unit shall consist of a multi - wheel, squirrel cage fan sec- tion with 1$00 rpm, 230/3/60 motot, adjustable pitch motor sheave, V -belt drive and belt guard; coil section with copper tube, aluminum finned, direct expansion cooling coil, and a copper tube, aluminum finned, hot water reheat coil (for Unit 6 only); flat filter frame with 2" thick, standard size, high velocity type filters of such total face area to provide not greater than 450 feet per minute filter face velocity; insulated drip pan section with condensate drain con- nection. Each unit casing shall be internally insulated with water- proof insulation to prevent condensation and internally braced to pre- vent vibration. If the factory applied internal insulation is not sufficient to prevent condensation, this contractor shall apply a generous coating of NO -DRIP or other approved insulation material, to the outside of the casing as required. The fan motor shall be furnished with a magnetic linestarter with thermal overload protection. The air handling units shall be installed to provide adequate space for servicing the units including changing the filters. This contractor shall furnish shop drawings in quintuplicate, for approval, showing the unit locations in the equipment rooms and the piping and sheet metal connections to the units. The horizontal air handling unit shall be hung from the roof structure using rubber -in -shear mountings designed for use in suspend- ed installations. The vertical unit shall be isolated from the floor with ribbed neoprene pads of the proper size. 15. Air Conditioning Compressor Units. Furnish and install reciprocating compressors for the "Built -Up" systems with the net refrigeration capacity as called for on the drawings when operating at a speed not greater than the manufacturer's published maximum speed. The compressors shall be designed for Freon -12 refrigerant, shall be either belt driven or direct driven and all compressors of 10 HP or larger capacity shall be equipped with automatic capacity reduction of three or four equal stops from New Education Building Miami Shores Presbyterian Church Miami Shores, Florida o% to 100%. • 1 Each compressor shall have a hot gas muffler, suction strainer, suction and discharge stop valves, high -low pressurestat, oil pres- sure failure safety switch, crankcase heaters and shall be driven by a high torque, low starting current, 1750 rpm, 230/3/60, squirrel cage motor all mounted on a factory fabricated steel base.. Furnish a magnetic linestarter with thermal overload protection. The shell and tube condenser, here -in- after specified, shall be supported above the compressor and motor assembly on a cradle. The entire assembly shall be bolted solidly to a concrete inertia block of equal weight and the concrete block shall rest on properly select- ed spring isolators equal to Korfund, Type LI Vibro- Isolators. The spring isolators shall have ribbed neoprene cemented to the ton and bottom so that no bolting is required. The concrete inertia block shall be at least 6" thick and shall have reinforcing steel consisting of 3/$" rods 6" on center both ways spaced 1 -1 /2" from the top and the bottom. The automatic capacity reduction may be accomplished internally or by electrical solenoids externally. This contractor shall include all the accessory equipment required for the capacity reduction and shall also include the cost of the electrical step controller, suc- tion pressure controller and all necessary electrical work to inter- connect the automatic unloading devices. 16. Shell and Tube Condenser. Furnish and install one condenser for the compressors for Units No, 6 and 7 of the capacity and tube surface called for on the draw- ings. The condenser shall be of the shell and tube type constructed of heavy steel shell, heavy steel tube sheets rolled (not soldered), non - ferrous tubes and cast semi -steel water boxes removable for cleaning of tubes. The condenser shall be complete with discharge gas valve, liquid connection and valve, water connections, purge valve, liquid level test cock, and approved safety relief valve or fusible plug. The condenser shall have the required number of tubes to result in not less than 3 gpm per tube or not more than 5 gpm per tube, and the number of passes shall be such that the pressure drop across the condenser is not greater than 10 psi. The condenser shall be selected on the basis of 0.001 scale factor, shall be con- structed in accordance with the A.S.M.E. Code for Unfired Pressure Vessels and shall be so arranged in the equipment room to allow am- ple space for cleaning the tubes. 12 -2 -57 Y - 7 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12 -2 -57 • • Furnish and install an all welded stand to support the conden- ser above the compressors. Bolt the stand to the concrete inertia block. The stand shall be painted with two coats of asphalt base aluminum paint to prevent rusting. Submit shop drawings for approval. 17. Cooling Tower. Furnish and install where shown on the drawings one induced draft cooling tower of the capacity indicated on the drawings. This cooling tower shall consist of a California Heart redwood basin, frame, and fill. The basin shall be constructed of 1 -1/2" thick tongue and groove redwood. The outside sheathing shall be single corregated, cement asbestos board 1/4" thick. The distributing sys- tem shall be of the splash gravity type. Drift eliminators shall be installed to remove entrained water from the outgoing air. All hard- ware shall be hot dipped galvanized. The motors shall be totally enclosed fan cooled, 230/3/60, 1750 rpm. Furnish and install two sumps in the b ::sin spaced as shown on the drawings. The fan guard shall be constructed of expanded metal with all parts hot dipped gal- vanized after fabrication. This cooling tower shall be similar to Lilie- Hoffmann Double CM -1, as approved by the engineer, and shall be complete with an aluminum 1 dder. This contractor shall furnish magnetic linestarters with thermal overload protection for the motor. The tower shall be belt driven and this contractor shall furnish one extra set of matched belts. The erection of this tower shell be by the manufacturer. The grilleage for this tower will be furnished and installed by others as detailed on the structural drawings. Any redesign or ad- ditions required to this grilleage shall be submitted for approval in the form of shop drawings and shall be included in this contrac- tors work. Also, this contractor shall furnish and install all the necessary anchor bolts. 1$. Condenser Water Pumps. The condenser water pumps shall be close coupled, bronze fitted and have the capacity as called for on the drawings. This contractor shall provide a pump to deliver the specified gpm against the TPH of the system as installed, and shell submit calculations for approval before ordering the pumps. The pump motors shall be wound for 230/3/60 power supply and shall be 1750 rpm. This contractor shall provide a concrete pad under each pump as indicated on the drawings and shall bolt the pumps solidly to the concrete blocks. Y - 8 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • 19. Condenser Water Pipe and Fittings. All under ground pipe shall be standard weight, galvanized, gen- uine, wrought iron pipe with screwed, galvanized, malleable iron fit- tings of standard weight. All piping above ground shall be standard. weight galvanized steel pipe with screwed, galvanized, malleable iron fittings of standard weight. All condenser water pipe outside the building shell have all ex- posed threads brushed clean and painted with two coats of asphalt base aluminum paint to prevent rusting. Each of the water systems shall be tested and proved tight under 125 psi hydrostatic test, and flushed clean. 20. Refrigerant Piping. Furnish and install the necessary refrigerant piping for the air conditioning. All refrigerant piping shall be type "L ", hard drawn, copper tube with sweat type, wrought or forged fitting. All joints shall be made with 95 -5 solder without exception. If other than 95 -5 solder is desired by the contractor, written approval for any substitution must be secured from the engineer. The maximum allowable pressure drop on any circuit shall not be in excess of the equivalent of 2 F. in refrigerant temperature. The refrigerant system shall be proved tight at a pressure of 200 psi and then be evacuated to a vacuum of 29" mercury and held there for a period of 24 hours before charging. The refrigeration compressor shall not be used for evacuating the system. 21. Gauges. Furnish and install two 4" calibrated gauges of the proper range for reading the suction and discharge pressures of the 15 and 20 HP compressors. Mount gauges on a board and install shut -off valves for isolating. 22. Valves. Water valves up to 2" shall be 125 psi steam, 200 psi WOG, Brass, Non - rising stem, wedge disc, gate valves, equal to Crane No. 43$ screwed. 12 -2 -57 Y - New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • Water valves 2 -1/2" and larger shall be 125 psi steam, 200 psi WOG, iron body, brass trim, wedged gate, non - rising stem, gate valves, equal to Crane No. 460 or 461, screwed or flanged. All water valves must have the manufacturer's name and the valve rating permanently cast into the valve body. The balancing cocks required at all condensers and water coils shall be equal to_Crane No. 252 flat head, 125 psi brass cock up thru 2" and shall be equal to Crane No. 324 -1/2 flat head, iron body with brass plug and washer for 2 -1/2" and larger. The gauge cocks shall be equal to Crane No. 712 brass gauge cocks, and where installed on insulated lines shall project high e- nough above the pipe to clear the insulation for easy operation. Furnish and install one 3 ", 2 -way, modulating, electric water valve in the return condenser water line of condenser for Units 6 and 7. Furnish and install a modulating, 3 -way, electric mixing valve on the coil which is normally closed to the coil. The valve shall be sized not to exceed a water pressure drop through the valve of $ ft. of water. The refrigerant stop valves up to and including 1 -1/$" 0.D. to be of the bronze body, packless type, and all valves above 1 -1/$" 0.D. to be of the wing cap type. All valves to be designed for Freon ser- vice, and to be similar and equal to Mueller Valves. Furnish and install the necessary number of expansion valves for uniformly feeding the direct expansion coils. These valves shall be complete with feeler bulb and equalizer line, and shall be selected in accordance with the coil manufacturer's recommendations for the service under which the units operate. Valves shall be either Detroit or Sporlan. Furnish and install one liquid line solenoid valve between liquid line strainer and thermal expansion valve on each of the cool- ing coils. Solenoid valves to be normally closed for operation on 230 volts. Valves shall be of the manual lifting stem type, similar and equal to Sporlan. The check valves in the condenser water lines where indicated on the drawings shall be brass, swing type with leather disc equal to Crane No. 34 -1/2, 125 psi. 12 -2 -57 Y - 10 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 23. Strainers. Furnish and install in the suction lines ahead of the water pumps a Y- Pattern Sediment Separator equal to Crane No. 9$$ -1/2 or 9$9 -1/2 in condenser water systems. Furnish and install in the liquid line to each coil one line strainer equal to Mueller. 24. Refrigerant and Oil. Each system shell be completely charged with Freon refrigerant and oil suitable for this service. The refrigerant and oil charge shall be guaranteed for 90 days from date of final acceptance. 25. Pipe Hangers. All required pipe hangers for the horizontal, condenser water piping shall be similar and equal to the No. 107R Grinnell split ring and socket. The piping in the vicinity of the cooling tower shall be properly supported from wall brackets or pipe stands set on concrete pads. All hangers required for uninsulated copper refrigerant pipe shall be similar and equal to the No. 97CP Grinnell adjustable cop - perplated wrought pipe ring. All hangers required for insulated copper refrigerant pipe shall be similar and equal to the No. 260 Grinnell adjustable wrought clevis hanger of size to go over outside of insulation with a semi - circular section of 1$ gauge galvanized sheet metal ten inches long formed to provide a saddle support between hanger and insulation to protect the insulation. 26. Pipe Sleeves. Where piping passes through floors or masonry wall, substantial galvanized metal sleeves shall be provided. Sleeves shall be suf- ficiently larger than the 0.D. of the pipe to allow proper caulking with oakum. Sleeves for insulated pipe shall be sufficiently large to allow the passage of the insulation through the sleeve. This contractor shall be responsible for placing all the sleeves for his piping prior to the pouring of the concrete. 12 -2 -57 i V . • • Y - 11 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • 27. Inserts. All inserts required in the installation of equipment included in this section of the specifications shall be cast iron or steel, of a type to receive a machine bolt head or nut after installation. All inserts shall be installed in place before the concrete is poured. 2$. Excavating and Backfilling. This contractor shall do all excs.vating and backfilling required for his work at a time suitable to the schedule of the General Con- tractors work. If this should occur before the balance of the pip- ing is completed, this portion of the piping shall be pressure tested for leaks, as previously described, before being covered. 29. Ventilation Fans. Furnish and install ventilation fans as specified in the Fan Schedule on the drawings. This contractor shall furnish the motor switches or starters, as called for in the Fan Schedule, individually packed with the cor- rect overload elements and tagged with the number of the fan it is to control. These shall be delivered to the Electrical Contractor who will make the installation. Each vent set or utility set shall be furnished with rubber or spring vibration mounts as recommended by the manufacturer. 30. Machinery Isolation. Properly selected Isomode, Korfund, or equal, vibration isola- tors shall be provided for each piece of equipment support or hanger as required to prevent any vibration from being transmitted to the building structure. Any pipe hanger which may transmit vibration to the building structure shall be provided with a suitable strip of Isomode pad between the pipe and the hanger. Properly designed flex- ible connections shall be provided in the water pipe connections or refrigerant pipe connections to prevent the transmission of vibration to the building structure. 31. Sheet Metal Ducts. Furnish and install all galvanized sheet metal ducts of size and as shown on the drawings. All ducts shall be fabricated and of the proper gauge as called for in the latest edition of the A.S.H. & A.E. Guide. Also furnish the two weatherproof, gooseneck hoods with 12 -2 -57 Y - 12 New Education Building Miami Shores Presbyterian Church Viand Shores, Florida bird screen as detailed on the drawings. For ducts up to 1$" in width, hangers shall be spaced eight (8) feet on centers. Ducts 19" and more in width shall have hangers spaced four (4) feet on centers. Hangers on ducts of 36" and less in width, shall be constructed from galvanized band iron 1" x 1/$ ". On ducts larger than 36" in width, the hangers shall be constructed of galvanized angle iron not less than 1" x 1" x 1/$ ". Hangers shall extend down the full depth of the duct and be at- tached to the duct with not less than three rivets or parker screws. All hangers shall be attached to the building structure by means of expansion bolt and lead shield. Furnish and install flexible connections, where sheet metal ducts connect to vibrating equipment, equal to Ventfab. 32. Sheet Metal Elbows. All elbows shall be full radius or vaned square turn as indica- ted on the drawings. If vaned, square turn elbows are used, the vanes shall be of the double thickness type designed to maintain ap- proximately the same cross - section free area across the diagonal that exists in the straight run of duct. 33. Supply Grilles. Furnish and install all side wall supply grilles of sizes as shown on the drawings. These grilles shall be fitted with individu- ally adjustable horizontal and vertical bars to provide four way di- rectional control and shall be similar and equal to those manufact- ured by Titus, or approved equal. All grilles shall be constructed of ALL aluminum. In all cases the top of the supply grille collar shall be a min- imum of the collar height below the ceiling. All grille collars shall be fitted with straightening vanes, individually adjustable, 3" wide by the height of the collar and spiced 2" O.C. This contrac- tor shall submit a sample of these "Take -Off" or straightening vanes to the engineer for approval prior to fabrication. Where the ductwork is to remain exposed, the grille collars shall be fabricated two inches larger than the nominal grille size and shall have the ends turned in to provide a neat appearance. 12 -2 -57 Y - 13 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 34. Ceiling Outlets. • • The ceiling outlets shall be the type and size as shown on the drawings. Each shall be installed complete with the correct equal- izing deflector or flexitrol for the proper air balance and deflec- tion required. 35. Return Air Grilles. The return air grilles shall be the Barber - Colman RF Core with EF Frame, both with baked metalesdent aluminun finish. 36. Return Air Registers. The return air registers shall be the Barber - Colman RF Core with EF Frame and with MLR key operated multi- louver register. The core and frame shall have the baked metalescent aluminum finish. 37. Toilet Exhaust Registers. All toilet exhaust registers shall be of the size called for on the drawings and similar and equal to, Titus No. RL -241 key operated, with all aluminum face and front bars with steel, rear damper blades. 3$. Outside Air Grilles. The outside air grilles shall be equal to the RL -230 Titus re- turn air grille of all aluminum construction with fixed blades set at 45 degree deflection spaced on 3/4 inch centers. 39. Door Grilles. The door grilles shall be Barber - Colman "VF" cores with baked metalescent aluminum finsih. Deliver the door grilles to the General Contractor who will make the installation. 40. Dishwasher Hood. Fabricate and erect the exhaust hood above the dishwasher as indicated on the drawings. Submit shop drawings for approval prior to fabrication. 41. Insulation. All supply and return ductwork of the air conditioning systems shall be insulated with 1" thick Fiberglas, AE -6 insulation board. 12 -2 -57 Y - 14 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida ness. • • Each section of insulation shall have all edges completely but- tered with No. 60 -25 Benjamin Foster Mastic, before being put into place, in order to provide a good vapor seal between sections. The Fiberglas, AE -6 board shall be banded in place with not less than two bands per section not greater than 1$" 0.C. 3" x 3" x 3" angle clips of galvanized sheet metal shall protect the insulation from the band at all four corners. If necessary, on the bottom of the duct, welded pins may be used to assist in holding the insulation board in place. Lexsuco clips will NOT BE ALLOWED. Upon completion of insulation, all joints shall be checked and resealed, if necessary, with No. 60 -25 Benjamin Foster Mastic. All speed washers shall be thoroughly covered with No -Drip trowled on to a minimum thickness of 1/$ ". Where any duct is installed close to an existing ceiling, the top shall be provided with a completely vapor sealed layer of insula- tion board before erection of the duct. This top layer of insula- tion shall be accurately cut to extend 1" beyond each side of the duct. Insulation over any standing seam shall be of the full 1" thick- Sound lining shall be installed inside the sheet metal ductwork where indicated on the drawings. This sound lining shall be 1/2" thick Fiberglas Flexible Duct Liner and shall be applied in accord- ance with the manufacturer's recommendations. The refrigerant suction lines shall be insulated with 1 -1/2" Fiberglas Dual -Temp insulation with all fittings properly mitered with the same material. The insulation shall be installed in accord- ance with the manufacturer's recommendations. 42. Controls. Furnish and install control systems as shown on the drawings. The systems are electric with the exception of one electronic con- trol on the Fellowship Hall Unit. The controls sh ^11 be as manufac- tured by Minneapolis - Honeywell or Barber- Colman and the installation shall be supervised by the manufacturer. The air conditioning contractor shall do all control wiring. The electrical contractor will furnish and install electrical boxes for all remote switches, thermostats and the humidistat as called for on the drawings. The electrical contractor will also furnish 12 -2 -57 Y - 15 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida and install conduit from these boxes to a gutter located in each air conditioning equipment room. An empty conduit will also be run from the remote controls for Unit No. 7 to the air handling Unit No. 7 in the attic, as well as from these remote controls to the gutter in equipment room No. 215. An empty conduit will also be run from the cooling tower basin to the gutter in Equipment Room No. 215. The air conditioning contractor shall frame under glass and hang in Equipment Room No. 215 a complete power and control wiring diagram of the air conditioning systems as installed. If the air conditioning contractor uses equipment which is rec- ommended by the manufacturer to have a control system different than that shown on the drawing, he shall submit the revised wiring diagram in triplicate for approval. 43. Electrical Power Wiring. The electrical contractor will furnish and install power wiring from the gutter in Equipment Room No. 215 to air handling Unit No. 7 (terminating in a disconnect switch at the unit) and to the two con- denser pumps and the cooling tower fan (terminating in weatherproof disconnect switches at each of the motors). The air conditioning contractor shall do all other power wiring for the installation of the air conditioning equipment starting from a gutter provided and installed by the electrical contractor in each of the rooms where air conditioning units are located. The fused disconnect switches shall be NEMA Type A, standard duty with general purpose enclosure. All disconnect switches shall be neatly labled with red enamel to indicate the motors which they control. The disconnect ;switches and related equipment shall be mounted on 3/4" plywood backing painted flat black. The remote operating switches shall have attractive cover plates engraved with the words "FAN" or "COOL ". Submit sample to the archi- for approval before placing order. 44. Painting. 12 -2 -57 • • All ferrous materials shall be furnished with a prime coat of paint applied at the place of manufacture unless other means of protecting from rust are pro- vided. All ductwork seams shall be prime coated after fabrication. Unless other- wise noted, finish painting of all exposed materials and equipment, other than factory finished. will be done by the Painting Contractor. All painting shall conform with the specifications for "Painting".. Y - 16 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • ELECTRICAL WORK 1. General and Supplementary General Conditions. These govern and are part of this Contract. 2. Guarantee. This Contractor shall replace free of charge, for a period of one year, any and all materials, wiring and equipment which he pro- vides and installs, that does not meet specified requirements or becomes worthless or inoperative through original defects in materials or workmanship. He shall also repair, replace, or recti- fy for a period of one year without cost, any defects or unauthor- ized deviations from the contract plans or specifications which may develop during that period, or can be attributed to poor work- manship or negligence on the part of his workmen. All guarantees shall be understood as beginning on the date of final acceptance of the installation by the Architect. 3. Scope of Work. This Contract includes all labor, materials, equipment and services necessary and incidental to provide, install in place and left in operation satisfactory to the Architect, all work outlined in these specifications and as generally shown on the associated drawings. Any labor, materials, appliances, devices, etc., obviously a part of the equipment and necessary for the complete installation and its satisfactory operation, although not specifically mentioned herein nor shown on the drawings, shall be furnished and installed by this Contractor ae if called for in detail by the specifications and drawings. 12 - 2 - 57 The points of connection and termination of the work are shown on the drawings or stated in the specifications. Should any doubt arise as to such points of connection and termination, the decision of the Architect shall be considered as being final. (a) A temporary wiring system for use of all trades during con- struction. (b) A complete lighting system including the installation and materials. Furnish and install all lighting fixtures complete with lamps. Z..1 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • O ELECTRICAL WORK (c) Connect all motors, including control devices as furnished by others except AC units, blowers, compressors and pumps which will be connected by others beyond the disconnect switches. Control wiring will be done by others. (d) Conduit system for concealed telephone service, and local intercom. (e) All electrical work and materials incident to the mechanical trades for a complete working installation of their equipment, unless otherwise provided herein. (f) All necessary panels, switches, conduit, wire, etc. as required. (g) Removing all conduit, wire, etc.. in the 1st and 2nd floors of the existing building that is to be rebuilt. L. Rules and Regulations. All work shall be done in accordance with the Rules and Regulations of the City of Miami Shores Building Code, Southern Bell Telephone Company, National Board of Fire Underwriters (latest edition Nation- al Electric Code) and any other public authorities having juris- diction over the work shall be considered as forming a part of this specification. 5. Fees and Certificates. The Electrical Contractor shall obtain and pay for all required permits and certificates in conjunction with the work. Upon com- pletion of the work the Electrical Contractor shall obtain a certificate of approval from the Division of Licensing and In- spection, Electrical Section, of the National Board of Fire Under- writers and likewise, from any other recognized agency concerned with the work. All certificates shall be delivered to the Architect before final payment will be made. 6. Special Engineering Services. In the instance of complex specialized systems, such as Public Address, etc., the installation of these systems shall be made under the super- vision of competent installing engineers who shall be in the employ of the respective equipment manufacturers. Any and all expenses of these supervising personnel shall be borne by this Contractor. 12 -2 -57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida Z-2 • • ELECTRICAL WORK 7. Materials. All materials shall be new and the best of their respective kinds and shall be installed by labor thoroughly skilled in the class of work anticipated by this Contract. All electrical equipment or apparatus for any one system shall be the product of one manufacturer or equivalent products of other manufacturers which are suitable for use in a unified system. 8. Substitution of Materials. The "Base Bide for this Contract shall comprise a selection of materials indicated in these specifications. If a Contractor de- sires to make substitutions for the materials mentioned, such sub- stitutions shall be presented with his proposal accompanied by a statement of the amounts to be deducted from or added to the "Base Bid" for such substitutions. Otherwise the selection of materials shall be restricted to those named in the specifications, All sub. stitutions shall be equal to those specified as to grade, quality, capacity, space requirements, and prior to acceptance, shall be approved by the Architect, 9. Site Investigation. It shall be the responsibility of the Bidders to visit the site of the work before submitting their bids and acquaint themselves with available information regarding location of existing facilities. 10. Co- operation. This Contractor shall examine general contract, structural, plumbing, and air - conditioning contract drawings and shall be familiar with the requirements as set forth therein, and shall co- operate with all trades on the building. Proper co-operation will avoid interferences and delay. 11. Service: The service shall consist of three #L -15 KV neoprene jacketed, rubber insulated single conductor cables with ground sheaths and one #4 RHRW (with a neoprene jacket) neutral underground in a 4" galvanized iron conduit. Grounded type bushings shall be used at each end, 12 -2 -57 Z -3 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • ELECTRICAL WORK similar and equal to OZ Type EL..#EL4122. This cable and conduit shall be installed from the Power Company's pole where shown on the plot plan to the transformer vault. This contractor shall allow 10 feet of cable in the vault and at the pole beyond the ends of the conduits. The service conduit shall run up the pole to the height required by the Power Company. This contractor shall furnish 15 KV potheads, G &W #T17031 or equal, at the pole (3 total). Service from the vault to the switch room shall be 115/230 volt one and three phase delta for use with a solid neutral system of the size shown on the plans. Allow 18 feet of secondary cable in the vault. This secondary service shall enter the vault from the switch room through a sheet metal duct. The duct shall be flared two (2) inches in the vault with a fire stop. The firo stop shall consist of 3/4 inch thick ebony asbestos plate with holes drilled and reamed for each wire to form a tight fit. The phase legs shall project into the vault in parallel planes with phane "A" on top, 1B" next, "C" next, and the neutrals on the bottom and each phase so marked on the plate with red enamel. The high leg shall be marked. 12. Grounding. Grounding in the vault will be done by the Power Company. Elsewhere grounding shall be in accordance with Article 250 National Electric Code. 13. Switches. All main, sub -main and disconnect switches, fused or non - fused, shall be NEMA type A standard duty as manufactured by Trumbull, Westing- house or Bull Dog. The enclosure shall conform to location. Current rating of switch shall be not less than 80% of the manufacturer's rating of the switch based on copper at 1000 amps per square inch cross section. All switches shall be neatly labeled with red enamel to show the equipment controlled. Non - renewable cartridge type fuses shall be used in all fused switches. Mount all indivi- dual switches with 1/4" spacers behind same and grouped switches on 1/4" plywood backing painted flat black and rigidly fastened to the wall with bolts. 1. Panelboards. (a) Distribution panels shall be equal to Continental or Westing- house AB De -ion circuit breaker type NDP or CDP as selected on the plans. 12 -2-•57 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida Zd•1t 12 -2 -57 • • ELECTRICAL WORK (b) The lighting panels shall be heavy duty NTP -. 30 amp tumbler switch and plug fuse type for 115/230 volt single phase solid neutral operation of the size shown on the plans, flush or surface mounted as shown on the plans and as manufactured by General Electric, Westinghouse, Frank Adams or equal. (c) All panels shall have locking catch and keys, glass enclosed directory frames on each door, and directory card on each hinged door. 15. Conduit and Metallic Tubing. (a) Rigid Galvanized Iron Conduit shall be used for all feeders and branch circuits where the conductor is larger than "1/0 ", where the conduit is underground, below 1st floor slabs, in masonry or in poured concrete. No reduction in conduit sizes due to the use of smaller diameter wire will be permitted. All bends must be cut square, reamed smooth and properly threaded to receive couplings, Joints are to be made up with white lead applied to the male threads only. All conduit ends at switch cabinet panels, etc., must be fitted with approved locknut and bushings. All conduits must be thoroughly swabbed out to remove moisture before wire or cables are drawn in place. Conduit below slabs on fill shall be covered by 4n to 8" of fill and shall be wrapped with two layers 30# felt where it passes through the slab. All underground and underslab conduit shall be given a coating of black asphaltum base paint. Cut -back oil is not acceptable. This paint shall be applied before installation and touched up before backfilling. (b) Electric Metallic Tubing. All branch circuits and feeders below 31/0 wire shall be run in electrical metallic tubing, except where noted above. All tuoing snail be coupled together with threadless couplings, Connect- ion at outlet boxes, fittings, cabinets etc., shall be made with threadless compression type connections. Bends in electric New Education Building Miami Shores Presbyterian Church Miami Shores, Florida Z -5 ELECTRICAL WORK metallic tubing shall be as for rigid conduit, Where tubing passes through concrete beams same shall be wrapped with 30# felt. All rigid galvanized conduit and electrical metallic tubing shall be equal to that manufactured by the General Electric Co., Walker, Buckeye or Sheraduct. Each length of conduit and metallic tubing shall carry the Underwriters label. (c) Flexible Conduit - All connections to motors and vibrating equipment except as otherwise noted on the drawings for portions of the kitchen equipment shall be made with flexible conduit. (1) Greenfield Cable - for dry locations. (2) "Sealite" or equal for all weather, oil or moisture ex- posed locations. Use special "Sealite" fittings. 16. Wiring. A complete wiring system with all feeders, mains and branches as shown on plans and riser diagrams shall be installed. 12 -2 -5 The 15 KV service wire shall be neoprene jacketed, rubber insulated single conductor cable with ground sheaths. Feeder and branch circuit wiring, unless otherwise indicated on plans, shall be "TW". Rubber cords shall be 600 volt insulated with not less than 67% neoprene type SO equal to G.E. #SI-53028. The con- ductor shall be of copper, having a minimum of 98% conductivity. Tinning shall be governed by the Standards of the Underwriters Labora- tories, Inc., according to the type of insulation used. Specified gauges refer to A.W.G. At each fixture outlet a loop or end of wire not less than eight (8) inches long shall be left for connecting to fixtures. Wire shall be equal to that manufactured by the General Electric Co., Phillips Wire Co., General Cable Co., Habir Shaw Co., American Steel & Wire Co., or Okonite. Wiring for loud speakers shall be as provided in the Sound System specifications. z -6 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida 12 -2 -57 • • ELECTRICAL WORK 17. Wall Switches and Receptacles. All tumbler switches shall be single pole, GE- 5041 -2 or 3 way GE- 5043 -2, or equal. The switches shall be "T" rated for type 0 lamp loads. Duplex and single receptacles shall be Sierra 1402X and 1202X or equal. All plates shad be Sierra P -line smooth plastic wall plates. 18. Outlet Boxes and Fittings. All outlet boxes shall be galvanized steel, 4" x 4" square, in. stalled where required. Boxes shall be not less than 12" deep, except for wall switches which boxes shall be 2" deep. Fixture outlet boxes shall be equipped with ilno.abolt" fixture studs. Out- let boxes installed in plastered walls or ceiling shall have plaster rings. Outlet boxes to be G.E., Steel City of Appleton. Extra large boxes shall be provided in accordance with N.E.C. in lieu of sizes specified, where necessary in order to prevent undue crowding of wires. Weather proof receptacles and outlets stubbed through the floor in the kitchen shall be housed in cast iron boxes equal to Crouse Hinds #DS 10g. 19. Installation of Conduit. Conduit and tubing shall be concealed within the walls, ceilings and floors where possible. Exposed runs of conduit or tubing shall have supports spaced not more than 8 feet apart and shall be installed with runs parallel or perpendicular to wall, structural members, or intersections of vertical planes and ceilings, with right angle turns consisting of cast metal fittings, or symmetrical bends. Bends and offsets shall be avoided where possible, but where necessary shall be made with an approved hickey or conduit bending machine. Conduit or tubing which has been crushed or deformed in any way shall not be installed. Wooden plugs inserted in masonry or con.. crete shall not be used as a base to fasten conduit supports. Con- duit and tubing shall be supported on approved type of galvanized wall brackets, ceiling trapezes, strap hangers, or pipe straps, se- cured by means of toggle bolts on hollow masonry units or expansion bolts in concrete or brick, machine screws on metal surfaces and wood Z-7 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida • • ELECTRICAL WORK screws on wood construction. Nails shall not be used as a means of fastening boxes or conduits; conduit and tubing shall be installed in such manner as to insure against trouble from trapped condensa- tion, and all runs of conduit shall be arranged so as to be devoid of traps wherever possible. The Contractor shall exercise the necessary precautions to prevent the lodgement of dirt, plaster or trash in conduit, tubing, fittings and boxes during the course of installation by the use of Kraft paper, excelsior or clip -on blank metal plates. The use of news- paper will not be permitted. Capped end bushings equal to T & B #1460 series shall be used in all cases until wire is pulled. A run of conduit or tubing which has become clogged shall be entirely freed of these accumulations, or shall be replaced. Conduit shall be se- curely fastened to all sheet metal outlet, junction and pull boxes with galvanized lock nuts and bushings, care being observed to see that the full number of threads project through to permit the bush- ings to pull tight against the end of conduit, after which the lock nut shall be made up sufficiently tight to draw the bushings into firm electrical contact with the box. A #16 iron pull wire shall be left in all spare or empty conduits and the ends capped. 20. Location of Outlets. All wall outlets shall be located as follows, measurements being made to center of box: Bracket outlets outside 8 Duplex receptacles 1 -6" Wall switches 4 ..0" Clock outlets, Wall speaker out- lets 8 Wall brackets over lavatory 6 - Telephone outlets 1 -6" Belts 8 up except except up except except up except as noted as noted as noted as noted as noted 21. Circuits and Feeders. All branch circuits shall be run as indicated on plans. No wire smaller than #12 shall be used for any circuits. Branch circuits longer than 75 feet from panel to last outlet served shall be wired with #10 wire as shown on the drawings. All conductors shall be coded throughout using three (3) colors and white. The same color 12 -2 -57 2.8 New Education Building Miami Shores Presbyterian Church Miami Shores, Florida (0) 12 -2 -57 ELECTRICAL WORK Z - 9 for a particular phase or part of a circuit shall be run with the same color conductor throughout the job. The neutral conductors shall be colored white. 22. Auditorium Intercom. Furnish and install the following: (a) A stage amplifier with a normal power rating of at least 25 watts, class AB constant voltage balanced line input and out- put. This amplifier shall have at least one microphone input and one projector input with input matching transformer connected to two #14 wires from the projector location. The output shall be arranged to transmit programs to the future central console and the local speakers. In the amplifier shall be a relay so arranged to switch the local speakers connection from the exist• ing console to the amplifier when the amplifier is turned on and restore them to the console when the amplifier is turned off. The amplifier shall be complete with filtered power supply. (b) A pressure operated unidirectional cardiod dynamic type micro- phone with chrome plated adjustable floor stand and 20 feet of attached mike cable. The microphone shall be low impedance (150 ohm maximum). The microphone plug shall be Cannon XL -3 -14. The microphone cable shall be two #18 twisted wires of stranded copper - 1 /64" - 500 volt thermoplastic insulation having an overall closely woven tinned copper wire braided mesh shield and the assembly covered with durable thermoplastic insulation. Speaker wiring shall consist of two #20 twisted wires .,6 stranded copper and having 1/64" 500 volt thermoplastic in.. sulation. (d) The six local speakers shall be 8" cone permanent magnet type with a 3/14" voice coil 3 ounce Alnico 115" magnet, 8 ohm impe- dance, peak capacity of 5 watts, matching transformer with taps, insulated against moisture absorption. The cone shall be properly damped and shall be protected against moisture absorp- tion, fungus and insects. These shall be housed in 10" x 10" x 14" recessed metal cans with slotted face plate painted to match the ceiling. New Education Building Miami Shores Presbyterian Church Miami Shores, Florida ELECTRICAL WORK 23, Cutting, Patching and Backfilling= This Contractor shall do all cutting and patching required for the introduction of his work, engaging men to do the work that are skilled in the particular trade involved. He shall not cut the work of other trades without first getting the permission of the Architect. This Contractor shall do all excavating required in introducing his work and shall backfill all trenches, thoroughly washing in and compacting fill to place. Repair all yards, sidewalks, curbs or paving that may have been disturbed by this work. 21. Painting: For painting of exposed conduits, hangers, supports and other metal work see specifications for "Painting". Factory finished equipment shall be finished to match color of adjacent painted surfaces. 12 -2 -57 All ferrous materiale shall be furnished with a prime coat of paint applied at the place of manufacture unless other means of protecting from rust are provided. -� New Education Building Miami Shores Presbyter Miami Shores, Florida 2.10 hurch BUILDING ELECTRICAL PLUMBING -iOOFING Owner of building Architect MIAMI SHORES VILLAGE. FLORIDA `�°�'''�' ~ 6, 3 ❑ DATE —f / V� 195_- ❑ PERMIT N? 7012 ❑ Work to be performed under this Permit ©rrt 3 O - jontractor ,: Dr Builder .,. „. _ .4 Lot Legal Description B1 (r'/ �y Ty" CONTRACTOR OR BUILDER BY Subdi- vision r- , Address of / t-. .i Value of rt 1 Amount of Project $ l'( Permit $ • This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans irawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations Pertaining to the work covered hereby whether shown on the plans or drawings or in the statement Yg • specifications and that he assumes responsibility for work lone by his agents, servants or employees. `d s Signed BY NSPECTOR Contractor's License No. Zv -f 7 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the build- ing 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 •kpt -M- building during progress of the work. Lot Block MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Owner's Name and Addres Registered Architect and /or Engineer Name and address of licensed contractor__ • Location and legal description of lot to be built on: / Sub _ 1 1 by )_ 4 New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation_ Roof Covering Estimated Total cost of improvements $ 74,0 Amount of Permit $ ' j ' GIC, 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 the plans and specifications for said ' building._All - notices -with-reference hi building and its construction may be sent to Street and Number where work is to be done State % work to b done and purpose of buildin sr ,- 2_ 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 subcontractor , o work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss. peared Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take airynavvIedgments, personally ap- 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) Date Building Inspector Jr � Date._ 1 1 y .,19 . No._ �_ ©._ Street. fQ to me well known, Read, Sworn to and Subscribed before me. and for no other purpose. Notary Public, State of Florida My Commission Expires PL ING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING p MIAMI SHORES VILLAGE, FLORIDA Date - ELECTRICAL ❑ PLUMBING ❑ PERMIT NQ 8199 ROOFING ❑ ❑ Work to be performed under this Permit el' t j<s Owner of Building :)' € ; • C NTRACTOR or BII ILDER t Architect Contractor or Builder `'+ c 4 ' i : •,' C," Legal Lot Description I I B1 Address of * Building .* L 'L ; • , *' Contractor's License No. • t +y Subdi- vision Sq Ft Value of Amount of ". t Project $ t 0 ? II Permit $ `f This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done,in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named ve assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the pla is or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed- / `• • (' . - (INSPECTOR) BY In consideration of the issuance to me of this permit I ag 4 to perform the work covered hereundgr in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, draw' gs, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I resume responsibility for all work d ne by either, myself, my gent, servajtt6r employee. iiio AUTHORITY MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 0 Time Type Insp' . • � IL` Permit N Address Company ��vl.,.. d cdvk th C.A\tua ( Phone # For Inspector: Name & Date Approved Correction Re- Insp'n Fee ❑ • Date 7 )0 Time Type, Insp - r Permi N Address Company , Phone # • For Inspector: Approved Correction Re-Insp'n Fee • •.. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 Building Inspection Request Name & Date • -.-:44„:1"..;., • 7 " , -' 1 -.`-