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BPP-12-799 Miami Shores Village _ Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 - - Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. BM6�/Z PERMIT APPLICATION Master Permit No. Permit Typ • BUII.DING —ROOFMff— JOB ADDRESS: ' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): l Phone#: Address: b6Z A/J�a &-')g City: State: gip; Tenantdxssee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#. r'-s r �� Address: ` P c J City: F State: Zip: Qualifier Name: -Z C4 CA f Phone#: State Certification or Registration#: (�Z-? I _(�Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phoned: Value of Work for this Permit:$ b $quare/Linear Footage of Work: Type of Work: OAddition OAlteration , UNew ORepair/Replace LIDemolition Description of Work: +v( • aWt K�%M k*' 4s „: Color thru tile: Submittal Fee$ Permit Fee$ �� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be#Proved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor Thefore oing instrument was acknowledged before me this� The fore ing instrument was acknowledged before me thislz-- day of ,20 fes,by 1`l t4- At , " day of krYt 20 ,by �e who' E;1y kno me or who has produced whqmrptrs6Ay knoww td�ne or who has produced As identification and who did take an oath. fication and who did take an oath. NOT Y PUBLIC: NOTARX PUBLIC: Sign.• Sign: Print: ° Z- Print tC My Commission Exgjres: My Commission Expires 'aaq:SgP,YD/YIYIAYI IC�p1 ,,igzY`i01 DAAgAY1 VEGA =°: *a MY COMMISSION# ;as EE 066066 .= MY COMMISSION#EE 066066 oF'rgQa` Bo EXPIRES:April 1 2015 �r�0 a,ryx e � s= +x x « >� t9atlprb4rirer APPROVED BY �`— _ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(RMsed 06/10/2009)(Revised 3/15/09) VICENTE FRANCO P.E ir Miami, Abril 8, 2013 City Of Miami Shores -Building Department RE: Swimming Pool for: Mark Llerena Permit Number. BPP 5-12-799 At : 1550 NE 103 ST , Miami Shores , FL To: Miami Shores Please allow for G2 Consulting Group, Inc., Mr. Ernesto J. Garcia Structural Engineer to make changes to the location of the pool pump in order to encompass both the generator and pool equipment Should you have any questions concerning the above, please do not hesitate to contact my office. Your attention and consideration is greatly appreciated Sincerely, Vicente Franco. P.E.62531 305 305 5631 VICENTE FRANCO PE 10776 NW 84 LN#5 MIAMI FLORIDA 33178(305)305 5631 • e z R 7450 Griffin Road,Suite 140 Davie,Fl.33314 Tel:954-584-6115 Fax:954-581-2415 E-mail:ppeansoilprobe.net m1 Soi1PQbe_ ngneenn & e9tift August 6, 2012 American Foundation 8700 NW 93`d St. Medley, FL 33178 RE: Pile installation certification Proposed Pool and Pool Deck 1550 NE 103rd St. Miami Shores, FL This is to certify that on July 24 and 25, 2012 a representative of this office monitored the installation of thirty five (35), 3 %2" OD, Schedule 40, galvanized steel helix pier at the referenced site. The piles were installed at location staked in the field by the owner's representative to depths ranging from 14 to 41 feet below existing grade as shown in the attached pile logs and location sketch. We further certify that our authorized representative observed the piles installation operation and that the workmanship and materials used were in substantial compliance with the structural specifications supplied to the Piling Contractor and in accordance with the approved manufacturer specifications and Florida Building Code. We also certify that the referenced piles are capable to sustain a net allowable bearing capacity of 15 tons (30 Kips) as shown in the attached pile installation logs. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soil a ngineering & Testing, Inc. PE. Re o37334 Cc: City of Miami Shores, FL AQUARAMA POOLS Enc. Pile logs, Location sketch .m. — Engznee i 79 W the essenr, . . . � . . . ` . . . . . . . . . . . . . . . . . . sience anc teehnology R Page 1 of 2 Helix Piers Installation Log Cr. Pile Type of Specified Installed Penetration Number& Date: 7/24/12 -7/25/12 No: I.D. Pier Torque Torque (ft) Size of Kips No: (Ft.Lbs) (FtXbs) helices 1 1 3%2" 7800 7800 41.0 8,10, 12 30 .2 2 3'/2" 7800 7800 40.0 8,10, 12 30 3 3 3'12" 7800 7800 16.0 8, 10, 12 30 4 4 3``/2" 7800 7800 15.0 8, 10,12 30 5 1 5 3'/2" 7800 7800 15.5 8,10, 12 30 6 6 3'W' 7800 7800 27.5 8,10,12 30 7 7 3'/2" 7800 7800 16.5 8, 10,12 30 8 8 3/2" 7800 7800 18.0 8, 10, 12 30 9 9 3'/2" 7800 7800 14.5 8,10,12 30 10 10 3'/2" 7800 7800 14.5 8, 10,12 30 11 11 3'/2" 7800 780036.0' 81012 30 12 12 3'/2" 7800 7800 22.5 8, 10,12 30 13 13 3'12" 7800 7800 14.5 8, 10, 12 30 14 14 3'/2" 7800 7800 15.5 8, 10, 12 30 15 15 3 Y2" 7800 7800 40.0 8, 10, 12 30 16 16 3'h" 7800 7800 17.0 8, 10,12 30 17 17 3'/2" 7800 7800 35.5 8, 10,12 30 18 18 3'/2" 7800 7800 31.0 8, 10,12 30 19 19 3 %2" 7800 7800 36.0 8, 10,12 30 20 20 3'/2" 7800 7800 41.0 8, 10,12 30 Misc. Info: Project: Swimming Pool& Deck for Mark City: Miami Shores, FL Llerena Load Bearing: 15 tons Contractor: Aquarama Pools Logged By: Address: 1550 NE 103rd Street Engine s Se E:iISTMIC1 RESIDENCE rnsmm r� S x r r w'v JP-v<•4MF � --1 ��J�'R b•i a-WA oFCmm C�P4C uRa,CACH PCC EXIS11111C,RMDEHCE r - '�—� �— �h ` L ' J `r L L _ F , t Edward A. C0NSULFING ENGINEERS i 9 May 10, 2013 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence Permit# EL-4-13-711 1550 NE 103rd Street RC-2-13-340 Miami Shores, Florida 33138 Dear Sir; This letter is to certify that we inspected the pile installation of nineteen (19), 3.5" OD, Schedule 40, galvanized steel helix piles at the above referenced location. The piles were installed at the specified locations at depths ranging from 17' to 19' feet below the existing grade as shown on the attached pile logs and location sketch. We further certify that the observation of pile installation operation and workmanship and materials used were in substantial compliance with the approved piling plan, the manufacturers recommendations as well as the 2010 Florida Building Code. We also certify that the referenced piles are capable of sustaining a net allowable bearing capacity of 15 tons per pile (30 kips) as shown on the attached pile installation logs. Please call if we can provide any additional information. Very trulyyo ward A. La s, P.E. President 7850 Nom' 146TH STREET,,SUITE 509 r IMIANI1 LAKES FL 33016''° PHN: (305)323-3938 FAX- (305)823-9355 Edward A. LANDERS, P.E. " 7850 NW 146TH STREET SUITE 509 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile Driving Record Name Of Project: Date: ax(CA Address: Quantity of Piles: le 10 3 ADfr/sc-swrt j Pile type: Helical: Cf-f�9-Nc E' Cap type: Plate:, 7 x 7 X 17 OJ/W VI X *k Piling Piling Final Final Capacity Remarks Number Depth Installer Torque PSI Ft-Lbs t ( ( l7 10 f3 n S'Svz;s /4 ?VAC K fi u .r (4 • 1 (� (7 cc t� u � 2Z iq : ' BACX Poo Howe, Front - '4,0 2f-04 . . 4 test o J c Edword A. LAI J, . « = � t�cC Ltxg�-idyl :�/�l�'v l CONSULTING ENG1N ,° Edward A. LAN D E RS, P.E. 7850 NW 146TH STREET SUITE 509 MIAMI LAKES FL 33016 305-823-3938 305-823-9355 Pile©riving Record — Name Of Project: Date: Address: Quantity of Piles: . A16—_ 103 Pile type: Helical: iCaptype: Plate: 7KX7Kx IZ " W`// ) e'Z ``x 4" /(1G�-Sm-T S"s Piling Piling Final Final Capadty Remarks Number Depth installer Torque PSI FtAbs Z ter lr Cr tr 3 t Cr c• l8 S 17 ' Cr Ct CA 7 ` u4j l7 cr C4 `t it % a 10 tie ` ,r3 04-18-2012 :IF ATWATER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF VVORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW MTRUCTION INDUSTRY EXEMPTION tis certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. FFECTIVE DATE: 04118/2012 EXPIRATION DATE: 04118/2014 ERSOK YZOUIERDO JOSE J EIN: 200204235 USINiESS NAME AND ADDRESS: ANARAIM POOLS Itis 104 INDIAN TRACE #503 T LAUDERDALE FL 33328 ,COPES OF BUSINESS OR TRADE: - POOL CONSTRUCTION 2- CERTIFIED POOL CONTRACTOR rwANT: pursunt to ampar 440 . 011(14), F.S., to officer of a corperstion who elects exemplioo from this chapter by filing a certificate of election under this tclion my not recover benefits or cat6peasatfon ander this dmpter. Parsem to Chapter 440.06112). F.S., Certificates of election to be exempt... apply only within the spm of the business or trade limed on the notice of election to be exempt. Personal to Chapter 440.06113!, F.S.. Helices of election to be anew aad certificates of action to be exam shall be subject to revaceUion 0. at any time atter the filing of the notice or the issuance of the certificate, the person MWd Go tM notice or wiifieate on loam meats the requirements of this section for issuance of a cortificate. The department shall revoke a certificate at any time for failure of the parses meed an the certificate to wag the regniremeuts of this sect9oa. 01lES710W. (8501 413-1$09 •252 CERTIFICATE OF ELECTION TO BE EXEWT REVISED 01-11 Bu. n,,,M Miami Shores Village Building Department OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date Lgel I ,?- Miami Shores Village Building &Zoning Department Attention: Building Official certify that I am the legal owner of the property described as , located at g In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. Legal Owner Ne. D.*A Note:This certification Is to be submitted with a swimming pool permit application In duplicate. 5�;'�RES Miami Shores Village also Building Department 10050 N.E.2nd Avenue FLORIDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91.(Submit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and method of attachment,including one end that shall not be removable without the aid of tools.(Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence, masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and location of all non dwelling walls. Florida Building Code,R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code,R4101.17.1.9(Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self-latching device with positive mechanical latching/locking installed a min.54"above the threshold. If this option is selected,submit plans showing all types and location of all perimeter protection.The plans must also show the location and type of all openings,and the hardware type for each location.(Submit Manufacturer's Specifications). In accordance with the Code,the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second degree,punish as provided In Section 775.082 or Section 775.083 F.S.This form must be signed by the gwner ag nt and t ontractor. - CON TOR' GNATURE AND DATE 0 NER'S SIGNATURE AND DATE CONTRACTO S NAME . EAS RINT) OWNER'S N E(PL E P IN f) 6,. NOT PUBLIC OTP�tY"`i'�I,P4dCOF FLORIDA �.. NOTARY PUBLIC-STATE OF FLORIDA 1 G13 I,i1lITeU Zeida Andreu Commission#EE091055 �,2015 � Commission#EF041055 Wifta; .••'E�_ ires: QY G5,2015 13(1A3E7i'11Ec�ay3.ia.� csczri3Gtxz,i�rC. m,,DED Tau A n.&,;i,c BQNDL\G CO.,INC. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET VW/B+s�`. TALLAHASSEE FL 32399-0783 YZ UIERDO, JOSE JAVIER AQUARAMA POOLS INC 2941 SW 155 LANE DAVIE FL 33331 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers,from boxers to barbeque restaurants,and they keep Florida's economy strong. k Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that ! impact you,subscribe to department newsletters and learn more about the N� Department's Initiatives. ! l �lz� ft �. S�Fk'� 1tapalsl3 ` Our mission at the Department is:License Efficiently,y,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida,and congratulations on your new license! DETACH HERE ,z 4 <- - A � :t `"� f r itw ��Ir ,r ?`'`� , "�:9 t,: +:? .L a,:ay� �i£'�a<-��.-�'✓„�`�7k)¢'` 3ae�i4,�.�.�dt\r f�� , ..J{' rl� ,K�,,,�a ri'?�.:,^` '�&.�-: s �a ,a n,d? ,, 4" 4s:t3rr` `T r:>''�"�L..r .; �,es 15`5' IM 7 RVR: �}. A _ ��d o .�'•d a:- a 6 .pv. .� it A - } p s. p t e is sP h,Aftqfg �k .t .�r r I.A ) i- -)t; �' .r=-•kA t .. '.k {pg j' A. ^r h:a.. t� �a t g :a 1�L_. -i��,fis�..:• 'a E - 'fi3 �. - - _ %3• G td8 i1 �Yrl�xl, "{ 1478 {`{ � e s lam}[. NOR— VAR 6a'�� i, -5"at •t7i'a% <6" 1�--.�i,- 1i`w t 1+ Atmos A MAV, .,�.. MIR — � � _ ` :�,��-.'��°•'�f>+.,--'�� a---'ti� ;iF ^9 t:�'4 .t,.;. �FGio�c?�5r+.. '�a�� ,�,�'�. -�,�,. _,.-.. ,µ'' — ,•;,+��-,",._{ „n, .:,� ,-,.�,,.,.,,ly� � m�.t, _ --�'��•"d�- ^�\'=-�' � 'a�5�`� �,t,2�;:.• ta..u�`,`�.-� �o,�.s, 5�.; e�`' a".c"I��,�;::�)�" �Y.e;"'!, �+ :.l �S ';ea�z.' ��aa„�'y,�.Y�V`�`"t4.�<¢-"_i t�'�":��s�l g�.,."tl.x°�J�t�'��a�4.� n� 1 a> *^-*1 � '',� ',-�> gw ,f^'. - a^ f'•^. c; �j'tiu2 fgRA- ��a��7'� a4�/:-"�j3s.�� ei�i1.a�,."4r � - �-'+P�: �{��/•a �4."��Sar `� �f� o '�� _ t`o � a �;��.1��y�7�'r�.ty��• it I BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft Lauderdale, FL 33301-1895—954831-4000 VALID OCTOBER 1,2011 THROUGH SEPTEMBER 30,2012 DBA: Receipt#:188-1072 Business Name:AQUARAMA POOLS INC Business Type•FOOL/MARINE CONTRACTOR (COMMERCTAL POOL/SPA Owner Name:JOSE J YZou:rta O/QUAL Business Opened:04/15/2006 Business Location:304 INDIAN TRACE #503 State/COUnty/CerUROg:CPC1456811 WESTON Exemption Code..NOSMPT Business Phone:954-529-4552 Rooms Seats Employees Machines Professlonals; 2 For Vemft 9aelimm Only Number of Machines: Vending Type: Tac Amount Transfer Fee NSF Fee Penalty Prior Years Coition Cost Total Paid 27.00 3.00 0.00 0.00 0.00 0.00 30.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and Is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not Indicate that the business Is legal or that it Is in compliance with State or local taws and regulations. Melling Address: L'I' AQUARAMA POOLS INC Receipt #03A-10-00010542 304 INDIAN TRACE #503 Paid 07/20/2011 30.00 WESTON, FL 33326 2011 - 2012 N �KENN Most" Miami Shores Village Building Department Nres�N e +�OR1'CtA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned rk(7��'L ��-��'�� is/are the fee simple owner(s)of the following described property situated and being in Mi i Shores Village,Florida: Address: I S—3� -VA E l (D3 Whereas,the undersigned owner(s) 1 rJJ2ti � t� desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)do(es)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That,Itwe,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant runnin with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be relZby hores Village,or its successors,in accordance of said Village then in effect 1 OWNER SIGN&PRINT 0 ER SING&PRINT Hereby Certify that on this day personally appeared before meand has produced ID # �9 s identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily, fo purposes the in expressed. SWORN TO AND SUBSCRIBED before me on this ,2e day of 'C-'V 20 l Z NOTARY P C STATE OF FLORIDA (Revised 0512209 NOTA P LIC-STATE OF FLORID Heid j AnJreu % ',Commission#BE09105S '-., ,•�Expires: -ySA 05,2015 BONDED TnU An.&N-nC BONDING CO..INC- Miami a Shores Village Building Department tt'. 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 MAY 4 4, Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 BY �11ULIDING Permit No. PERMIT APPLICATION Master Permit No. IT1911L__111) FBC20JC) Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): t�rz_y_ CLzez _-s, Phone#: 7 -301 Address: i City: W-1ma 4 0rz State: 't._ Zip: i Tenant/Lessee Nam Phone#: Email: 1v�,&r G1 C.S jPQ- �%A 3oc. a t JOB ADDRESS: I S�s o )o 5 City: Miami Shores County: Miami Dade Zip: ,- Folio/Parcel#:_ I l- -3 e 1 a®110 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Name: A&jr z+'�i-v_,, 'Ps-,u—S, Phone#: C? Address: 30'x- 2 1 Ck 1�nA 0 �®_ City: W a= -! State: Zip: -26 S-2—C' Qualifier Name: �05 Z Phone#: CIS A—S Z cl- -k 55'e— `,,, State Certification or Registration#: 1 1 Certificate of Competency#: Contact Phone#: el'S s mei c- Email Address: ��'.��' � 'c d t� -'1 A C_VA111- DESIGNER:Architect/Engineer: ne#: Value of Work for this Permit:$ S 0 e 00Q'_ Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ju-New ORepair/Replace taDemolition Description of Work: X®SM NN iA3 ?00i,- , i Submittal Fee$�� Permit Fee$ / �� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ' Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse a of such posted notice, the inspection will not be approved and a r ' pection fee will be charged. Signature Signature Owner or Agent Co tractor The fore oing i trument was ac owledged before me this2t The fore oing instrument was acknowledged befo me this �O� �i da of - ��c 20 J,b _AC�. day of� ,20 i�,by , Y Y who is -personally known to me or who has produced who is pe me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: rT=�,,OF FLORMA Print: XoTARY pT BLIr.sTATE OF FLORIDA PTOTA 1JL� �u GE1 a An ell My Commission Expires: Ujj a 1, t' Commission#EE091055 My Commission Expire : Commission#I EE091055 it ;Expires: MAY 05,2015 Expires: bIA1I 05,2015 �'••n"•`~ L ATLE\TItiC bO:�fiI`i GCO.,INC. BONDED THRt ATLAMCB02NDRiG CO.,INC. DONDEB T1iR J��+x��x��mw�x��xa��x��x�x��m�� APPROVED BY '� L``�d- Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10nM)(Revised 3/15109) I` �I i JUN 002012 ICY: r - STRUCTURAL CALCULATIONS PROPOSED NEW POOL 1550 NE. 103 ST MIAMI SHORES, FL .4-1 Vicente Franco.PE Lic.No. 62531. 10776 NW 84 LN#5 MIAMI. FL 33178 r ' �J TABLE OF CONTENT CHECK PILE CAPACITY CHECK PUNCHING SHEAR .............................................................. 2 BOTTOMSLAB .............................................................................. 3 SLABBAND DESIGN ...................................................................... 5 CONCRETEWALL ............................................................................ 7 Vicente Franco P.E. CHECK NEW HELICAL PILE CAPACITY POOL POOL HEIGHT: h= 5 FT BOTTOM SLAB THICKNESS= 12 IN WALL THICKNESS= 8,IN Pc= 5000 PSI fy= 60000 PSI PILE TENSION CAPACITY= 5 T COMPRESSION CAPACITY= 15.T LATERAL CAPACITY= N/A PILE DIAMETER= 3.IN PILE SPACING LEFT b1 = 6.2 FT PILE SPACING RIGHT b2= 6.2 FT TRIBUTARY WIDTH T1 = 6.67 FT TRIBUTARY WIDTH T2= 6.67 FT CHECK TENSION CAPACITY: TRIBUTARY AREA= 41.35 SF HYDROSTATIC PRESSURE= 7.940 T DEAD LOAD: SLAB WEGHT= 150*12/12*AREA/2000= 3.10 T DEAD LOAD= 3.10 T NET UPLIFT= 4.84 T OK<TENSION CAPACITY CHECK COMPRESSION CAPACITY: 4 LIVE LOAD= 6.62 T DEAD LOAD= 3.10 T TOTAL= 9.72 T OK<COMPRESSION CAPACITY Vicente Franco P.E. CHECK PUNCHING SHEAR AT BOTTOM SLAB POOL POOL HEIGHT= 5 FT BOTTOM SLAB THICKNESS= 12 IN WALL THICKNESS= 8 IN fc= 5000 PSI STEEL PLATE= 8 IN d= 9 IN ho= 21 IN bo= 84 IN CRITICAL AREA PERIMETER REACTION OVER PILE: LIVE LOAD= 6.62 T DEAD LOAD= 3.10 T Vu= 31.2 K CONCRETE SHEAR CAPACITY: We= 181.8 K OK> PUNCHING SHEAR OK HELICAL PILE I • Title: Job# ¢-- Dsgnr. Date: 10:26PM, 25 FEB 12 Description Scope: Rev: 580000 Pae 1 User:KW-0603515,Ver 5.8.0,1-Dec-2003 Multi-Span Concrete Beam g (c)1983-2003 ENERCALC Engineering Software slab design.emCalcilations Description 1550 NE 103 ST. POOL 12"CONCRETE SLAB Generai information Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 fc 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 Concrete Member Information Description SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN B Span ft 2.00 6.67 6.67 2.00 Beam Width in 12.00 12.00 12.00 12.00 Beam Depth in 12.00 12.00 12.00 12.00 End Fudty i FrPin Pin-Pin Pin-Pin Pain-Fre e- t211 46 Reinforcing Center arae 0.20in2 0.20in2 0.201n2 0.201n2 (,e/!.� sar Depth 9.00in 9.00in 9.00in 9.00in Left Area 0.20in2 0.201n2 0.201n2 0.201n2 Bar Depth 3.00in 3.00in 3.00in 3.00in Right Area 0.20in2 0.20in2 0.20in2 0.20in2 Bar Depth 3.00in 3.=n 3.00ln 3.00in Loads Using Live Load This Span?? Yes Yes Yes Yes Dead Load ktft 0.150 0.150 0.150 0.150 Live Load klft 0.310 0.310 0.310 0.310 Results Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr k-ft 0.00 1.59 1.59 0.00 @ X= ft 0.00 2.93 3.74 0.00 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Max @ Left End k ft I 0.00 -1.35 -3.08 -1.35 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Max @ Right End k-ft -1.35 3.08 -1.35 0.00 Mn*Phi k-ft 7.92 7.92 7.92 7.92 Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 1.99 2.51 1.35 Shear @ Right k 1.35 2.51 1.99 0.00 Reactions& Deflections DL @Left k 0.00 0.74 1.12 0.74 LL @ Left k 0.00 1.53 2.31 1.53 Total @ Left k 0.00 2.28 3.42 2.28 DL @ Right k 0.74 1.12 0.74 0.00 LL @ Right k 1.53 2.31 1.53 0.00 Total @ Right k 2.28 3.42 2.28 0.00 Max Deflection in 0.000 -0.001 -0.001 0.000 @ X= ft 0.00 3.02 3.65 2.00 Inertia:Effective in4 11728.00 1,728.00 1,728.00 1,728.00 Shear Stirrups Stirrup Rebar Area int 0.000 0.000 0.000 0.000 Spacing @ Left in Not Req'd Not Req'd Not Req'd Not Rsq'd Spacing @•2*L in Not Req'd Not 'd Not Reqd Not Req'd Spacing @.4*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.M in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.8*L in Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Title: Job# Dsgnr. Date: 10:26PM, 25 FEB 12 Description Scope: Rev: 580000 User.KW-0503515,Ver 5.8.0,1-Dec-2003 Multi-Span Concrete Beam Page 2 (c)1983-2003 ENERCALC Engineering SoHware slab design.ecw:Calculations Description 1550 NE 103 ST. POOL 12"CONCRETE SLAB Query Values Location ft 0.00 0.00 0.00 0.00 Moment k-ft 0.0 -1.4 -3.1 -1.4 Shear It 0.0 2.0 2.5 1.4 Deflection in 0.0004 0.0000 0.0000 0.0000 • Title: Job#? Dsgnr. Date: 10:3013M, 25 FEB 12 Description Scope: Rev: 580000 Pae 1 User.KW-0603515,Ver 5.8.0,1-Dec03 2W3 Multi-Span Concrete Beam g (01983-20ENERCALC Engineering Software slab slab band design.ecw:Calculations Description 1550 NE 103 ST. SLAB BAND DESIGN(17 SLAB) General information Code Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 1.20 Pc 5,000.0 psi Stirrup Fy 40,000.0 psi ACI Live Load Factor 1.60 Concrete Member information Description SPAN 1 SPAN 2 SPAN 3 SPAN 4 SPAN 5 SPAN 6 SPAN 7 Span ft 2.00 6.20 6.20 6.20 6.20 6.20 2.00 Beam Width in 24.00 24.00 24.00 24.00 24.00 24.00 24.00 Beam Depth in 12.00 12.00 12.00 12.00 12.00 12.00 12.00 End Fbdty Area Free-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Pin Pin-Free Reinforcing Center eer 1.55in2 1.55in2 9 00in 1.55in2 19.00in 1.55in2 19=nn 1.551n2 (3 AA Left area 1.55in2 1.55in2 1.551n2 1.55in2 1.551n2 1.55in2 1.55in2 ear Deice 3.00in 3.00in 3.00in 3.00in 3.00in 3.00in 3.00in R,-9 Fight Area 1.55in2 1.557in2 1.55in2 1.55in2 1.55in2 1.55in2 1.55in2 0 Ber Depth 3.00in I in 3.00in 3.00in 3.00in 3.00in 3.00in Loads Using Live Load This Span?? Yes Yes Yes m Yes Yes Yes Yes Dead Load k/ft 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Live Load k/ft 2.200 2.200 2.200 2200 2.200 2.200 2.200 Results Beam OK Beam OK Beam OK Beam OK Beam OK Beam OK Beam OK Mmax @ Cntr kit 0.00 9.79 6.97 7.86 6.97 9.79 0.00 @ X= ft 0.00 2.85 3.14 3.10 3.06 3.35 0.00 Mn*Phi k-ft 59.25 59.25 59.25 59.25 59.25 59.25 59.25 Max @ Left End k-ft 0.00 -9.44 -16.61 -14.82 -14.82 -16.61 -9.44 Mn*Phi k-ft 59.25 59.25 59.25 59.25 59.25 59.25 59.25 Max @ Right End k-ft -9.44 -16.61 -14.82 -14.82 -16.61 -9.44 0.00 Mn*Phi k ft 59.25 59.25 59.25 59.25 59.25 59.25 59.25 Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK Shear @ Left k 0.00 13.47 14.92 14.63 14.34 15.79 9.44 Shear @ Right k 9.44 15.79 14.34 14.63 14.92 13.47 0.00 Reactions&Deflections DL @Left k 0.00 4.85 6.51 6.14 6.14 6.51 4.85 LL @ Left k 0.00 10.68 14.31 13.51 13.51 14.31 10.68 Total @ Left k 0.00 15.54 20.82 19.64 19.64 20.82 15.54 DL @ Right k 4.85 6.51 6.14 6.14 6.51 4.85 0.00 LL @ Right k 10.68 14.31 13.51 13.51 14.31 10.68 0.00 Total @ Right k 15.54 20.82 19.64 19.64 20.82 15.54 0.00 Max.Deflection in 0.001 -0.002 -0.001 -0.002 -0.001 -0.002 0.001 @ X= ft 0.00 2.89 3.18 3.10 3.02 3.31 2.00 Inertia:Effective in4 3,456.00 3,456.00 3,456.00 3,456.00 3,456.00 3,456.00 3,456.00 Shear Stirrups Stirrup Rebar Area int 0.400 0.400 0.400 0.400 0.000 0.400 0.400 Spacing @ Left in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.2*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.4*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.6*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @.8*L in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd i� Title: Job#? Degrin Date: 10:30PM, 25 FEB 12 _ Description: Scope: Rev: 580000 User.KW-0603515,Ver 5.8.0,1-Dec-2003 Multi-Span Concrete Beam Page 2 (c)1983-2003 ENERCALC Engineering Software slab band design.ecw Calculations Description 1550 NE 103 ST. SLAB BAND DESIGN(12"SLAB) Query Values Location ft 0.00 0.0 0 0.00 0.00 0.00 0.00 0.00 Moment ICA0.0 -9.4 -16.6 -14.8 -14.8 -16.6 -9.4 Shear k 0.0 13.5 14.9 14.6 14.3 15.8 9.4 Deflection in 0.0009 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Title: Job# Degnr. Date: 10:31 PM, 25 FEB 12 Description Scope: Cade Ref:ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Re°: 580000 Pae 1 User.It %3515,Ver 6.8.0,1-Dec-2003 Cantilevered RetainingWall Design 9 (.)1983 2003 ENERCALC Engineering Softwere 9 cantilevered retaining wall.em:Calculations Description 1550 NE 103 ST. POOL 8"CONCRETE WALL Criteria Soil Data Footing Strengths&Dimensions Allow Soil Bearing = 1,000.0 psf fc = 3,000 psi Fy = 60,000 psi Retained Height = 4.50 ft u - Wall height above soil = 0.50 ft Equivalent Fluid Pressure Method Mm /o.As - 0.0014 Slope Behind Wail = 0.00:1 Heel Active Pressure - 35.0 Too Width 4.50 ft Pe Toe Active Pressure 0.0 Heel Width = 0.67 Height of Soil over Toe = 0.00 in Passive Pressure = 0.0 Total Footing Width = S TT Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 12.00 in FootingliSoil Friction = 0.300 Wind on Stem = 0.0 psf Soil height to ignore Key Width 0.00 in for passive pressure = 0.00 in Key Depth 0.00 do Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Design Summary Stem Construction Top Stem Stem OK Total Bearing Load = 1,408 lbs Design height ft= 0.00 ...resultant ec c. = 4.28 in Wall Material Above"Ht" = Concrete ` Soil Pressure @Toe = 160 psf OK Thickness 8.00 Soil Pressure @ Heel = 385 psf OK Rebar SRebar Spacing _ # 4 acing - 12.00 p Allowable = 1,000 psf Rebar Placed at = Center " Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 200 psf fb/FB+fa/Fa = 0 2B4 ACI Factored @ Heel = 483 Pct Total Force @ Section lbs= 602.4 Footing Shear @ Toe = 3.5 psi OK Moment...Actual ft-#= 903.7 Footing Shear @ Heel = 2.5 psi OK Moment....Allowable = 3,423.0 Allowable = 93.1 psi Shear....Actual psi= 12.6 Wall Stability Ratios Shear....Allowable psi= 93.1 Overturning = 5.27 OK Sliding = 0.80 UNSTABLEI Bar Develop ABOVE Ht. in= 17.09 Sliding Calcs Slab Resists All Sliding I Bar Lap/Hook BELOW Ht.in= 6.00 Lateral Sliding Force 529.4 lbs Wali Weight = 96.7 Rebar Depth 'd' in= 4.00 Masonry Data fm psi= Fs psi= Solid Grouting = Footing Design Results special Inspection = Modular Ration' Toe Heel Short Term Factor = Factored Pressure = 200 483 psf Equiv.Solid Thick. _ Mu':Upward = 2,856 0 ft-# Masonry Block Type=Normal Weight Mu':Downward 2,126 1 ft-# Concrete Data Mu: Design = 730 1 ft-# fc psi= 3,000.0 Actual 1 Way Shear = 3.48 2.49 psi Fy psi= 60,000.0 Allow 1 Way Shear = 93.11 93.11 psi Oar Amble Stmt&Spacings Toe Reinforcing = None Speed Toe: Not req'd,Mu<S*Fr Heel Reinforcing = None Spec'd Heel:Not req'd,Mu<S*Fr Key Reinforcing = None Spec'd Key- No key defined Title: Job# Dsgnr: Date: 10:31 PM, 25 FEB 12 r Description Scope: Code Ref.ACI 318-02,1997 UBC,2003 IBC,2003 NFPA 5000 Rev. 580000 User.KW-0603515,Ver 5.8.0,1-Dec-2003 Cantilevered Retaining Wall Design Pas® 2 (c)1983-2003 ENERCALC Engineering Software cantilevered retaining wall.ecwv.Calculations Description 1550 NE 103 ST. POOL 8"CONCRETE WALL Summary of Overturning $Resistin Forces Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Rom Ibs It ft-# lbs ft ft4 Heel Acute Pressure = 529.4 1.83 970.5 Soil Over Heel = 1.7 5.17 8.5 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = A)dal Dead Load on Stem= 0.00 Load @ Stem Above Soil= Soil Over Toe - SeismicLoad = Surcharge Over Toe = Stem Weights) = 483.3 4.83 2,336.1 Total = 529.4 O.T.M. = 970.5 Earth @ Stem Transitions= Reslsting/Overturning Ratio = 5.27 Footing Weight = 775.5 2.59 2,004.7 Vertical Loads used for Soil Pressure= 1,408.0 lbs Key Weigh - Vert.Component = 147.5 5.17 762.8 Vertical component of active pressure used for soil pressure Total= 1,408.0 lbs R.M.= 5,112.1 ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES February 10,2012 Aquarama Pools 2941 SW 155 lane Davie, FL 33331 RE: Subsurface investigation for proposed Swimming Pool to be located at 1550 NE 103 St,Miami Shores, FL Dear Sir Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASETC), conducted a subsurface investigation at the above referenced project. The investigation was performed on February 9,2012. The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed swimming pool location in order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective one(1)standard penetration test boring was performed and the log is enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon „ sampling of soils by ASTM Method D-1586. A two (2) feet two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 lb. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for one(1)foot penetration of the sampler is designated as"N" (known as the standard penetration resistance value). The"N"value provides an indication of the relative density of non-cohesive soils and the consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between"N"and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sampling procedures was used therefore,the samples were taken at intervals of two(2)feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at five(5)feet,zero (0) Inches, below the existing surface(see logs). Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water run-off and other,specific factors related to the site in question. RECOMMENDATIONS FOR SWIMMING POOL: ALTERNATIVE I:TYPE B HELIX PIER, HELICAL PILES: Helical piles are first feasible alternative. The capacity of these piles is essentially developed in tip bearing and 2380 West 78th Street 1 Hialeah, Florida.33016 Phone:305-888.3373 Fax 305.888.7443 c , Page 2—February 10,2012 Aquarama Pools side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity.The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Size Proposed Tension Compressive Dia Length ft capacity Bearina Capacity Type B. Pier 3.5" 20' 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand' strata. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. ALTERNATIVE II: PIN PILES: Pin piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation system consisted of determining a pile capacity for specific pile size and depth of installation.The relationship obtained is as follows: SIZE PROPOSED LENGTH ALLOWABLE BEARING CAPACITY 3" 20' 5 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The piles must bear upon 'tan cemented lime sand'strata. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. The proposed length is based on the existing surface at the time of drilling. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. is not responsible for any sub-soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of Aquarama Pools. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. 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. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, Asee�,ar,uadrl, RsE.#V481 Prepared By All "tateineenirig And Rajesh Sharma Testing Consultants, Inc. 2380 West 78th Street 1 Hialeah,Florida.33016 Phone:305.888.3373 Fax 305.888.7443 - ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 / Phone: 305-888-3373 Fax: 305-888-7443 TEST BORING REPORT CLIENT Aquarama Pools Order No. ADDRESS 2941 SW 155 Lane Davie FL 33331 Report No. 1 PROJECT SFR-Addition of Pool Hole No. B-1 ADDRESS 1550 NE 103 St Miami Shores FL Date 02109/12 LOCATION 10'west from existing house Driller Ac DEPTH DESCRIPTION OF MATERIALS Sample Hammer blow 'N° Hammer blows on FE No. on sampler casing 1 0'-0"to 0'-2"top soil 6 7 0'-2"to 8'-0"tan medium silica sand with some rock 2 0'-2' 8 7 15 3 5 4 4 2'4' 4 5 8 5 3 4 6 4'-6' 4 6 8 7 7 6 8 6'-8' 5 4 11 9 8'-0"to 15'-0"gray medium beach sand with some rocks and 4 3 shells 10 8'-10' 2 5 5 11 8 9 12 1a-12' 11 12 20 13 13 10 14 12'14' 10 17 20 15 36 31 16 15'-0"to 18'-0"gray fine beach sand with some shells 14'16' 22 23 53 17 30 25 18 16'-18' 26 27 51 19 18'-0"to 30'-0"tan cemented lime sand and lime stone 28 26 20 18'-20' 27 23 53 21 21 30 22 20'-22' 36 31 66 23 22 28 24 22'-24' 25 27 53 25 28 32 26 24'-26' 31 36 63 27 39 41 28 26'-28' 40 43 81 29 41 40 30 28'-30- 41 42 i. 81 31 End of boring @ 30'-0" 32 WATER LEVEL: 5'-0"below surface Respectfully SuIJM'ed., , At Date: 02109/12 aseem Qu9d,A, P.E.#51481 As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publicaffon of statements. Conclusions or extracts from or regarding our reports is reserved pending our written approval. Techko.USA-ALARM PROTECTION PRODUCTS -MODEL: S187D Page 1 of 1 dlEclux Quality,Service,Integrity,Commitment to Excellence Print Close Window Model: S1 87D-SAFE POOL .t One unit per single entry/opening(and/or with its screen by using the second set of sensors). Can not be used for 2 windows next to each other. Magnetic sensor entry alarm • "Always on"alarm protection i Adult pass-through auto reset button High output 110-115 dB alarm Water/weather resistant housing Magnetic sensor for additional door/screen door Low battery LED display CONTAINER: Addtional pass-through button for delayed entry from either side door or fence 20 FT:9,600 pcs. 40 FT:19,680 pcs. Intended for interior or exterior use 40 HQ:22,896 pcs. 9V battery operation(not included_ UPC Barcode:01457518701 1 Pool Guard Alarm USA Patent No.5,473,310 and No.6,727,819 ETL Approved under UL 2017 Standards I www.tachkomaid.com I Office Products(888)883-2456 1 Security Products(949)783-1900 http://www.techkomaid.com/security/pool/S187D.hbnl 4/24/2012 W A =Arc w w LEGEND S. H «o° v ASPH=Asphalt 2 c S BM =Bench Mark ALL" .D C / LOT 21 / $ . BRG =Bearing / BLOCK 5 / 'a v H 2 c CB =Catch basin CBS =Concrete Block Structure E o H 3n CH =Chord 4°ALUMINUM ��O % j 3 c $ Chatta=Chattahoochee / SCE N89 46 39 E �°, / o / o L aw v =Center Li n e E CLF =Chain Link F en ce152.56 (P) = o P C.LFcg 8 CL. =clear4 151.35,N) $ 2Ws1 CONC.=Concrete E S 27N D =Deltao EZS =Diameter-gw o °C ----------- D =Drill Hole DME =Drainage&Maintenance 'Soc'mo a , EasementROOM E.B. =Electric Box� � 8 Encroachment . 6.1' E N214 Eti - aSF.F. =Finish Floor 40.1c m _ cEaASPHALT F.H. =Fire Hydrant �. / O• o E vE W o ro F.I.R. =Found Iron Rebar N.E. 103rd STREET p pR N DRIVEWAY / / O a m PVA R� // , ,► / / '�O 8 o L °t0 m o e FPL =Florida Power&Light Owl / yh' C2 �� ° o m v c m ° m rcc F.I.P. =Found Iron Pipe v = E ° c FD. =Found 0 t�O / // LQ- / c0-'v E E m o !!/ �\`� c L$ m E g m L.P. =Light Pole Qj��*yy / � ._°a o m -m M Measured / / /// a e m m m_ c _ easu QGG c S�Pv „ �rJ(� 02/fIy o m x i o€ M.F. =Metal Fence 1Manhole �2 / s0•.. / 6, ( m o W r m m N M.H. Monument Line °�O`3 F�' / ryy'h' so• Q� �� o R, R=364.88 MON. =Monument A—168 18 W Qm rn a o m BE N/A =Not Applicable 4=26 24'33" �-' ° ca co m q U N/D =Nail&Disc / LOT 20 / Q azo�`wa. �` a // / �, ,� _ NTS =Not to Scale BLOCK 5 c m ., O/S =Offset m m O.U.L.-Overhead Utility Lines LOT 19 1 ��o• / F R• y a o .9 W OH =Overhang BLOCK 5 �� 6 gl' v� �G �P m a g P =Plat PB =Plat Book S `�O• pyo `o a° w PC =Point of Curvature s �cjG m o o E P. C.C.-Point of Compound Curvature c PCP =Permanent Control Point w m o m a PG =Page 9 93S by E o W P.I. =Point of Intersection c-�E 4) =Property Line >,c. PL =Planter5,91 QIP�p� $ � P.O.B.=Point of Beginning a o a P.O.C.=Point of Commencement Rte' m m M� E P.P. =Power Pole This property described as: ° E w o A• 6 0 m m c P.R.M.=Monument t Reference Lot 20,Block 5, n n a w a i m m P.R.C.=Point of Reverse ��. REPLAT OF TRACT C D 9>,$ Curvature / StiP MIAMI SHORES BAY PARK ESTATES � W $ a o a PT =Point of Tangency i m m c W E�, -Ca m R =Radius according to the Plat thereof 7 5Z W o m a R/R =Railroad / r x c o m m W ii E PSM =Professional Surveyor .0o as recorded in Plat Book 64,Page 97, y m sn a a W €m m Mapper / fry' of the Public Records of Miami-Dade County,Florida g AA I o h 0 m 0 R/W =Right-of-Way // 0 .Ec ` E m c 32 E SWK =Sidewalk // 1092 ; m m Sec. =Section CERTIFIED TO: H m a o a ° m (1YP) =Typical // Mark Llerena m m £o r c c o T =Tangent South Coast Title a° H 83 m m 12 U.E. =Utility Easement C y w z m m t W W.F. =Wood Fence Fidelity National Title Insurance Company 8 � o o; is g m E W.M. =Water Meter c o °0� I�v La a Q W.V. =Water Valve m € 1 8 m m�5 o a m -t•' Denotes Spot "THIS SURVEY DECLARATION IS MADE ON THE FIELD 06 12 m'o c -c m c 3 Elevations Taken DATE INDICATED TO THE OWNER(S) LISTED. IT IS NOT 1550 N.E. 103rd Street,Miami Shores,FL 33138 o a.0 9 o 5 8 _5 o + _ INDICATED, Z m a ov m c TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.- TOPOGRAPHIC SURVEY. I HEREBY CERTIFY:that this survey meets the Alvarez, Aiguesvives and Associates, Inc. Y Plat Meridian minimum technical standards as set forth by the Surveyors, Mappers and Land Planners Bearing, if any, shown based on (reference) NORTH R N89°46'39"E FLORIDA BO ESSI L SURVEYORS 5701 S.W. 107th Avenue#204, Miami, FL 33173 AND MAPP RS in pter 5J. Ion( Administrative REVISIONS: ELEVATION NOTE: (IF APPLICABLE) Not valid unless Code,pursuan o Section 027 Florida Statutes. Phone 305.385.0385 FaX 305.385.0623 FLOOD ZONE COMM.No. PANEL No. SUFFIX: it bears the L.F.Elev.= 9.06 (lowest habitable floor elevation). L.B. No. 6867/E-mail: fastsurve s aol.com VE 120652 . 0306 L signature and the y Elevation shown hereon refer to N.G.V.D.1929. original raised seal Lowest adjacent grade elevation= 6.4 . IVES 11/16/11 Field Date Scale: Drawn b Drw No. F.I.R.M.DATE F.I.R.M.INDEX BASE ELEV. of Florida licensed Y� 9• 09/11/09 09/11/09 + 11.00 N.G.V.D. BM. #B-26-RA(MIAMI-DADE) .Elev.= 17.23 . Surveyor and P 0FESS O SURVEYOR AND 11/15111 1"=25' S.I. 11-18992 Garage Elev.= 7.11 Erp.= N/A Mapper. MAPPER No.4327. State of Florida. BBQ. CERTIFICATE OF LIABILITY INSURANCE DATE4120/YYYI) 7/24/2012 PRODUCER THIS CERTIFICATE IS ISSUEDAS A MATTER OF INFORMATION ADVANTAGE INSURANCE OF AMERICA ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 4520 NW 7th St ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami, FL 33126 INSURERS AFFORDING COVERAGE NAIC# IN URED A UARAMA POOLS INC INSURER A Q CANAL IMDEMNITY INS,CON, INSURER B: 2941 S.W. 155 LANE INSURER C: DAVIE, FL 33331 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE MM/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000.00 COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurence) $ 50,000.00 CLAIMS MADE 0 OCCUR MED EXP(Any oneperson) $ POLICY#090752 03/24/12 03/24/13 PERSONAL&ADV INJURY $1,000,000.00 GENERAL AGGREGATE $2,000,000.00_ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ INCLUTIlyn PRO- POLICY ElJECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO (Ea accident) ALLOWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EA'4CC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR Fl CLAIMS MADE AGGREGATE $ $ I DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND TORY LIMITS ETH- R EMPLOYERS'LIABILITY ANY PROPRIEfOR/PARTNER/EXECUTNE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? Ifyes,describe under E.L.DISEASE-EA EMPLOYEE $ SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BYENDORSEMENT SPECIAL PROVISIONS SWMMING POOL CONSTRUCTION OF NEW POOLS INSTALATION SURFACING OR BELOW GROUND A AND REMODELING OF EXISTING POOLS. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI SHORES BUILDING DEP. DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 10050 NE 7 AVE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL FAX:305-7568972 MIAMI SHORES,FL 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD25(2001/08) ©ACORD PORATION 1988 NOTICE OF COMMENCEMENT C N 2012RO515062 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION O EC RDED Ps 23145E «P9 Y v ECOR01=t# 07f2�f21]].2 13.x]5="18 ARVEY RUVINP CLERK OF COURT IAi1I-DARE COUNTYP FLORIDA PERMIT NO.� -t 2— TAX FOLIO NO. 320��1��1 C�j AST PAGE 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. 1. Legal description of property and street I addr : 1c c 3 �Z t:a 444 2. Description of iee'VC1'. 3. Owr&=and ddress: 1 Interest in property: Name and address of fee simple titleholder. 4. Con ctor's name and addre � 5. Surety:(Payment bond required by o e er from contractor, if any) Name and Address: Amount of bond$ 6. Lender's name and address: 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 a different date' specked) Signature of Owner J Print Owner's Name A-Z-V- ✓B A Prepared by Swom to and subscribed before me this_�day of J�2017-- Address: 0IZsAddress: A-je i t3 s Notary Public: Pra iet tit?, (moi. Print Notary's Name: Ckl, VL My commission expires: irk., DMAAYI wEtiA _. MY COMMISSION @ EE OMM W EXPIRES:AprU 1,2015 Bonded Thru Notary Public UedeNgbm Jr� .0 d-3 G�� i i ' JUNa102 �� , �- Inv � „�,.� Miami shores Village v� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT ,OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by A&ung^ F�cu,�9� —DQc-- to perform special inspector services under the F ori Building Code at the J! � NiF— 1©3 5�nr' project on the below listed structures as of t (date).I am a registered architect or professional engineer licensed in the State of Florida PROCESS NUMBERS; SPECIAL INSPECTOR FOR PILING,FHC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>36 LONG OR 6'HIGH 2319.17.24.2(R4409.6.17.24.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 21224(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL.INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12) 11SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(.)employed by this firm or me are authorized representatives to perform inspection 1. 1�IkV D (k �� 2. 3._. i GotC_'M 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. 1,(we)will notify Miami Shores Village Building Department of-any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector.Ali mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signe Sealed Engineer/Architect n(� f� Name_ Yl��(lIL' PWA- Add ess l4P Ci*tn! 9-8 t:;1,40 6AVl r Created on 6110/2009 Page 2 of 2 Helix Piers Installation Log Cr. Pile Type of Specified Installed Penetration. Number& Date: 7/24/12 No: I.D. Pier Torque Torque (ft) Size of Kips No: (Ft.Lbs) (Ft.Lbs) helices 1 21 3'V2" 7800 7800 29.5 8, 10,12 30 2 1 22 3'/a" 7800 7800 16.0 8, 10,12 30 3 23 3'/2" 7800 7800 14.0 8, 10,12 30 4 24 3'/2" 7800 7800 25.0 8, 10,12 30 5 25 3'V2" 7800 7800 16.5 8, 10,12 30 6 26 -3'/a" 7800 7800 14.5 8, 10,12 30 7 1 27 3'h" 7800 7800 17.0 8,10,12 30 8 28 3''/2" 7800 7800 15.0 8, 10,12- 30 9 29 3'/2" 7800 7800 1.6.0 8, 10,12 30 10 30 3'/2" 7800 7800 20.5 8, 10,12 30 11 31 3'/2" 7800 7800 16.5 8, 10,12 30 12 1 32 3'/2" 7800 7800 16.0 8,10,12 30 13 33 3'/2" 7800 7800 14.0 8, 10,12 30 14 34 3'/2" 7800 7800 29.5 8, 10,12 30 15 35 3'/2" 7800 7800 28.5 8, 10,12 30 .16 17 18 19 20 Misc.Info: Project: Swimming Pool&Pool Deck City: Miami Shores, FL Contractor: Aquarama Pools Logged By• Load Bearing: 15 tons Address: 1550 NE 103rd Street Engin rs S r _ LEGEND �c.�� • >� ' "°` r 4:t a A =Arc �•4.;.r y ,D " „ m $-4 m ASPH =Asphalt Miami Shores Vii �j g BM =Bench Mark JUN 4 2014 m - n CAN=Cable TV APPROVEDIBY' DATE :: - � CB =Catch basin c' a�- 6 CBS =Concrete Block Structure ° m CH =Chord .m ZONINGDEPT / eL � !a @J19� 3 $ ' Chatty=Chattahoochee / �° ,I 4' ALUMINUM ' „ BLOCK 5 BLDG DEPT ' ` N� � € =Center Line / - '= / ` CLF =Chain Link Fence .'' FENCE N89* '39"E g s �, 9 CL. =Clear / t�� F' o '�P� SUBJECTTOCOMPIIMCE11VAfl1ALI. / m g g E CONC.=Concrete COP yt \Q:' c bo m tO C.LF. - c I $•o o I o D -Dena — — \ F.. A 151.35 STATE ANO • ONS 1$9-o'€ m a ° to =Diameter ............. vp. 5.27'.:... m °v w �5 o DH =Drill Hole o N $ 1•x1. m i5 3 ........p LE o a ME =Dry Maintenance .............r. '\ - °c c o w D cement ... ....... .. o c --------- .. ..'..'.'.. ....�. LUMN Ea STEPS UTILITY COLUMN L ROOM (TYP) . , ` \ A C o m E3 v E.B. =Electric Box 1.40'x1.40' / ry0 m $ W c Enc =Encroachment 4010 �• ry c m '•,\1 B ti E $ $ $ a F.F. =Finish Floor �<�,��`�� • Qv �o I GENERA OR F.H. =Fire Hydrant ............ Emil $ I � m $ i° 9 $�, PL FIR =Found Iron Rebar a a FPL Florida Powe 8 .. .. .......... .... ......... .......... . ......... :.' ':':. 1 �i les. ° o v� t = r Light N.E. 103rd STREET �Q� �' .i / �b• a 0 $ F.I.P. =Found Iron Pipe 4.98' . .t 1'p JY`.. : h a�8• i'Q°I �/ / ry0 W v ' E a io o F.N. =Found Nail P� 10r t 1� a V / /j ,�h' c w m E'n m m L.P. =Light Pots pV R .'..' . ' I �• � O / h $ o c m g P io € M =Measured t .. �. `/'y /// ��g' .e $g c a .R. M.H. Manhole Metalens Qv o w o c a jj 0 �• m °7o w H 4v _ �I �j0 //(/ / h ��jc$ o o E 4 ' a�'� m o 1�1 =Monument Line a�3�' 1I7' X5.6' smF �' i5 ' MON. =Monument Q. / ?R 99 OQ�� ? ?,,�• O' 00, Q 9 c w 9 B D m B WA =Not Applicable a F�° ' / h �• :,t.L //� / 0 Z z°o 900 P 9 6 v� N/D =Nall 8 Disc COLUMN / ry' t� Rte,. v �_= x NTS =Not to Scale 1.40'x1.40' / ?p % / - O/S =Offset G) 4.6' O.U.L.-Overhead utility Lines V. M LOT 20 j / �.�� R=364.88' E� OP H a Overhang lot BLOCK 5 lIl , / >>�• A=168.18' PB =Plat Book o• /j Tan=85.62' $' I PC -Point of Curvature 'q 0=26.24'38 $ t E P.C.C.-Point of Compound � '� b c�,s �s.;s. �9�d• CHB=N44.05'43"E `e C Curvature PCP =Permanent Control Point CH=166.71' PG =Page O y J J 8 P.I. =Point of Intersection g o Ni lr 'hh 1 ?S. s P =Property Line p• 29 �.� eyh° / a c m c`d PL =Planter T 19 "� S Q► a° �' P.O.B.=Point of Beginning OCK 5 'vtSs / P.O.C.=PohrtofCommencement 3J, (A G $ c a P.P. =Power Pole Notes: 3` J 1r• . . I $`o P.R.M.=Permanent Reference -Septic Tank location as indicated by others yy / d+ Q o =Monument $ P.R.C. Cureeverse Curvature This property described as: �`O PIPJ' /�.Q' g 8 $9 a o 9 PT =Point of Tangency Gj�r• G t E $ E m R -Radius aLot '15i � is p -Q pRailroad 20,Block 5, M = �Professional Surveyor REPLAT OF TRACT"C"MIAMI SHORES BAY 22�/'� X02— t�P\� Qj m o Mapper PARK ESTATES,according to the Plat thereof as c� a yl m I m m 1 � � t�=; c o e a v RAN =Sidewalk recorded in Plat Book 64,Page 97,of the Public $` � 3°s �' m r s E ,Q, � m2 � SWK =Sidewalk E m c� � � Sea =Section Records of Miami-Dade County,Florida. Miami Shores Wit= (Typ) =Typical 6 T -Tangent I.I.E.APPROVED T� 8Y DATES Certified to•• �� W�� m� � m =Utility Easement W.F. -Wood Fence y x m ra °9 E O E W.M. =Water Meter Maik Llerena ZONING DEPT ��``/ s° rA a W.V. -Water valve Address: BLDG DEPT r s - m e e "12 +-►�'= $ m m m Denotes spot 1550 N.E. 103rd Street,Miami Shores,FL.33138 �- $ Elevations Taken SUBJECTTO COMPLIMI EWrly . _L FEUERAL Z W .o s e iP c STATEANOCCUNWFW--n GULA-�TIWS S RVEY DECLARATION IS MADE ON THE FIELD TOPOGRAPHIC&BOUNDARY SURVEY. Alvarez, Aiguesvives and Associates, Inc. -= GATED,TO THE OWNER(S)LISTED. IT IS NOT I HEREBY CERTIFY:that this survey meets the TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR minimum technical standards as set forth by the Surveyors, Mappers and Land Planners Bearing, if any, shown based on Plat Meridian (reference) NORTH R N8904.6'30 E SUBSEQUENT OWMERS." FLORIDA BO Essi SURVEYORS AND MAPP RS in pier 5J-1 lorida Administrative 5701 S.W. 107th Avenue#204, Miami, FL 33173 REVISIONS: FLOOD ZONE COMM.No. PANEL No. SUFFIX: ELEVATION NOTE: (IF APPLICABLE) Not valid unless Code,pursue o Sectio 027 Florida statutes. Phone 305.385.0385 Fax 305.385.0623 it bears the VE 120652 0306 L Elevation ow (lowest habitable floor elevation). signature and the � _ L.B. No.6867/E-mail:fastsurvey@aol.com Elevation shown hereon refer to N.G.V.D.1929. r n..�.�nry nwnr r.r.. Lowest adiacent grade elevation= . .4' original Lowest IVES 09/24/13 Field Date I Scale: I Drawn by: I Drwg. No. 1 pp�� •� �y _e LEGEND +�-�✓ D PERMIT #: `kms rum .: r= m�_°' ASPH =Asphalt JUNf� a A Miami Sues VII W s BM -Bench Mark v5 LO17 " ' I °'LL� Q CAN-CabeTV P. s: S r� APPROVEDBy._ DATE v CB =Catch basin y�Cy CBS =Concrete Block Structure BY:d ZONING DEPT 'r� �.s � `" cc @ m CH =chord i.� ; $ Chalta=Chattahoochee \Q 9 BLOCK 5 � � � �, f � o =Center Line / 4 ALUMINUM BLDG DEPT e�r = v 8 c E c CLF =Chain Link Fence i ,y : FENCE N89' '39"E �. / - -2_�8 ta CL. =clear o r`P/ SLIMECTTOCOMPUANCE �ALI. a r$m E g CONC.-Concrete �� P c C.L.F. �9 = D =Delta \ ,: 151.35 _ m j `° 0 =Diameter �7,777. �. STATE oIVS 0� $ 0 5.27 m w o o DH =Drill Hole T. . �— LE STEPS • 1•x1' N „'/ o ; ��12 8 DME =Drainage&Maintenance UTILITY COLUMN / n ROOM TYP ( ) ■a Q— m Easement ---------- ,.� \\.: OLUMN A/C 0 v m % E.B. =Electric Box �Dt 1.40 X1.40' �1r ti m P m e W c o '� Q� \ 40 10 0• 'V �o E 10 8 m 8 F.F. =Finish Floor �40 `�`' ,q. 0 2 30 GENERATOR W ° m_� iD F.H. -Fire Hydrant ........-. ............ ... p g F.I.R. Found Iron Rebar _...... ... _5 Q FPL Florida Power&Light � Qtj go L —@ � F.I.P. ==Found Iron PipeA* — 0 E CughPr498'N0rd STREET Found Nail................... � OG L.P � �PO Measured � ... 42 M.F. =Metal Fence c �`'. v 2v(IJ` * / / • ry0 7" �A, c o o c n or M.H. =Manhole Q / O !(/ t1[t g� / y +�j• a o o Ei = ISI =Monument Line 5.6' ? 9 ¢ b�. C� / ?,�� `�`r?Oo• SO m Qrn 1; =Monument 8 N AN =Not Applicable N/D =Nell 8 Disc 4, P.I // COLUMN / rye. NTs =Not to Scale Q�rC`� 1.40'x1.40 / �o // / / Q� O/S =offset e/ ch o` / / / �y?S• ° 5° O.U.L.=Overhead Utility tines rn LOT 20 // / �,�. 4.8; R=364.88' 9 o E OH =overhang gi P =Plat BLOCK 5 111 // BA=168.18' oo' 1 s PB =Plat Book �// ^ ��'o• /� Tan=85.62' T a w PC =Point of Curvature A==26'24'38" $ s E P.C.C.=Point of Compound o,i� �,� •srS, tea- • . CHB=N44'05'43"E c curvature CH=166.71' C ° PGP= Pe rmanent Control Poin Pt e 6 y � s, P.I. =Point rt Inters ectiono wn� C m =Property Line, PL =Planter CI&AIZZMULOT 19Point Point of Commencement P.O.C.P BLOCK 5 ass. '2p. �ij'J ,yb •,t1PttpCi� E 7 rA 1 s ■ = m e P.P. =Power Pole Notes: 3 S ,/ �. 8S, `/ r, $ S n P.R.M.=Permanent Reference -Septic Tank location as indicated by others �y ��, m =Monument a P.R.C. Point of Reverse :S Curvature This property described as: �� P�Py �� m m E° PT =Roadiusf Tangency Lot 20 Block 5 oma' / �`' S ; e,s_ R/R =Rellroad REPLAT OF TRACT"C"MIAMI SHORES BAY / _ / P\� Qj� 9 0 n o PSM =Mapper Pfd anal sravay�r 1 = H / J`r � c v RNV =Right-of-Way PARK ESTATES,according to the Plat thereof asPERM = _ E m s swlc =Sidewalk recorded in Plat Book 64,Page 97,of the Public Miami Shores Vilf / 9ry � ` W o _ _ $ sec. =Semon Records of Miami-Dade County,Florida. APPROVED is e g ° m Typical �r to ,_ ® a E v $ c TfYP) =Tangent / DATE - `o Z O c tp U.E. =Utility Easement Certified to: ZONING DEPT - 'A m °' ■ Mark Llerena W.F. =Wood Feng r r +� o € E W.M. -Water Meter !j m�� d .00 -T11- - W.V. -Water Valve BLDG DEPT' •- zhh a€ m e Address: g m Denotes Spot � t m C'o c m V et + Elevations Taken CO 1550 N.E. 103rd Street,Miami Shores,FL.33138 SUBJECT TO Mf�lNCEVVITi•IALL1�11Lo Zm,. a civet C� STATE ANO CCUNTy RULES MID REG --'TAWSU VEY DECLARATION IS MADE ON THE FIELD TOPOGRAPHIC&BOUNDARY SURVEY. Alvarez, Aiguesvives and Associates, Inc. DATE IN ATED,TO THE OWNER(S)LISTED. IT IS NOT I HEREBY CERTIFY:that this survey meets the TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR minimum technical standards as set forth by the Surveyors, Mappers and Land Planners Bearing, if any, shown based on Plat Meridian (reference) NORTH R N89046'39"E SUBSEQUENT OWNERS." FLORIDA BOO Essl SURVEYORS y AND MAPF IRS in pter 5J-1 lorida Administrative 5701 S.W. 107th Avenue#204, Miami, FL 33173 REVISIONS: ELEVATION NOTE: (IF APPLICABLE) Not valid unless Code,pursua o sectio 02�Florida statutes. Phone 305.385.0385 Fax 305.385.0623 FLOOD ZONEJ COMM.No. PANEL No. SUFFIX: it bears the VE 120652 0306 L L.F.Elev.= 9.0' (lowest habitable floor elevation). signature and the L.B. No.6867/E-mail:fastsurvey@aol.com Elevation shown hereon refer to N.G.V.D.1929. . •.,...,.� .. ■.,r., r., Lowest adiacent Brade elevation= '�4. original isRed^seAal IVES 09/24/13 Field Date I Scale: I Drawn by: I Drwg. No. Miami Shores Village g SAN 0 9 013 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 = --- -- _ Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 lC3 BUILDING Permit No. PERMIT APPLICATION Master Permit No. ' Permit Type: BUILDING ROOFING JOB ADDRESS: A 102:> 31 City: Miami Shores County: Miami Dade Zip: *53 i Folio/Parcel#. Is the Building Historically Designated:Yes NO C/ Flood Zone: OWNER:Name(Fee Simple Titleholder): Phone#: Address: 9�� 7-�C t ®3 City: - State: _ Zip: —35 f s g Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company arae: �?�� Phone#: Address: 30`1 r_ !� City:. State: Zip: 3 1 Qualifier Name �Cj51zgW(aW'-yQPhone#• State Certification or Registration Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ GOO Square/Linear Footage of Work: 7 L Type of Work: OAddition t[Alteration ONew ORepair/Replace ODemolition Desexiption of Work: �--T• AAi PA Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ L 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..... lj 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 59mmencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs se (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. SignatureSignature Owner or Agent Contractor The foregoing instrument was acknwledged before me this The foregoing ins awas acknowledged before e this day of- n ,20 ,by-JdA VZ7-il- C -i-n , day of tn ,20 t3 by� C o is personally known t me r who has produced ho is ersonallykno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print 1 ` `J Print: L DAMAYI VEDA My Commission Expire ,,1�Y" My Commission Expire' Y MY COMMISSION#EE 066066 s�°•� ;zE MAYI VEDAEXPIRES:ApPll 12015 '� ISSION#EE 066066Bonded Thru Not Public Undenvrer arY S:April 1,2015otary Public UndenrmtersAPPROVED BY /L �� a Plans Examiner ! Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)