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ACT-15-1115 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243143 Permit Number: ACT-5-15-1115 Scheduled Inspection Date: September 17,2015 Permit Type: Awnings/Canopies/Tents Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DE LA ROSA,TANYA Work Classification: New Job Address:9713 NE 2 Avenue Miami Shores, FL 33138- Phone Number (305)756-6110 Parcel Number 1132060134220 Project: <NONE> Contractor: BEST AWNINGS Phone: (305)234-2050 Building Department Comments CANVAS AWNINGS Infractio Passed Comments INSPECTOR COMMENTS False AA It . Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-234479. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 16,2015 For Inspections please call: (305)762-4949 Page 23 of 31 3 3 Miami Shores Village 10050 N.E.2nd Avenue NE4 16 Miami Shores,FL 33138-0000 Nr?7tTl�l�tlS VE® F ^7 Phone: (305)795-2204 E , Ex iration: 11/23/2015 P Project Address Parcel Number Applicant 9713 NE 2 Avenue 1132060134220 ODAMISE LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ODAMISE LLC 9300 N. BAYSHORE DR (305)756-6110 MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 BEST AWNINGS (305)234-2050 _.,._ ....x.W. . __.... _ .. _... _mw.._... .. Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Work:CANVAS AWNINGS Additional Info: Review Planning Classification:Residential Color Approved:In Review:In Review Review Building Code Comments:: Code Approved::In Review Review Structural Code Denied: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 DBPR Fee InvOICe# ACT-5-15-55515 $2.00 05/12/2015 Credit Card $50.00 $209.40 DCA Fee $2.00 Education Surcharge $0.80 05/27/2015 Credit Card $209.40 $0.00 Permit Fee $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $259.40 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 certi I foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh ore, a i the above-named contractor to do the work stated. May 27,2015 Authorized Signatdrp.I Owner / Applicant / Contractor / Agent Date Building Depa went Copy May 27,2015 1 n Miami Shores Village �ED Building Department MAY 1 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138;. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 16 BUILDING Master Permit No. 4(j--m— �S PERMIT APPLICATION Sub Permit No. IV BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP AlTRACTOR DRAWINGS JOB ADDRESS: 11� /,� `A l3 W AY° City: iMiami Shores r County: Miami Dade Zip: 3312 Folio/Parcel#: 1 I - ZO(y t o��11 1 3 q ?,W Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: / Flood Zone: BFE: 1FFE: OWNER:Name Fee Simple Titleholder):+�•�� , ' I ,� a, &e#-?()5 7' Address 6 ,c� �° n Ve City: N avwl State: T� Zip: Tenant/Lessee Name:_ Phone#: Email: n L CONTRACTOR:Company Name: �, Phone#: 36; Address: �°'�nV l City: T��������� State: Zip: Qualifier Name: Phone#: ; � °"� ��so State Certification or Registration##:®�' J1 A y, Certificate of Competency#: 7% l s o o j 9, DESIGNER:Architect/Engineer: `� P�� �.�! (�•°� I i �� Phone#: .31 ?' q t Address• I �1 ,, [,7 t- '� Clty: h(-\\A M t, State:4—Zip: Value of Work for this Permit:$ q r 000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: j o,J /�� v\ Specify color of color thru tile: Submittal Fee 0 - 0�) Permit Fee$ Z0° CZ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ n TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 wl'I be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate pen it must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect' which occurs seven (7J days after the building permit is issued. In the absence of such posted notice, the inspection will not be proved and a reinspection fee will be charged. 4 I Signature Signature g g OWNER or AGENT CT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of I�\_"� ,20 E .by day of P\AJ ,20 IS .by q. 10$ A ,who is personally known to ���1 T r1(b✓ v1 fi °r ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: �! y°` DENISE C YANIZ 1 Print: l�y►1 d1 Print: 1 NoTary Public-- State of Florida ;tot""Y P�m� DENISE C YANIZ + ; -'• x• RAY Comm.Expires Sep 26,2015 Seal: : +°s_ Notary Public-State of Florida Seal: + RAY Comm.Ex Commission#EE 101619 :;rW Aires Sep 26,2015 Bonded Through National Notary Assn. '' Commission#9, EE 101819 Bonried *s*ssss**s*ssss*******sssss*sssss**s*ssssss**ss*s*sssss»ssss*s*ssssss*s* e s iltroughN ! *sssss APPROVED BY 1 Plans Examiner 5/( Zoning Structural Review Clerk (Revised02/24/2014) lots novel" Miami shores Village � y Building Department Rte �l ► 9 p 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate ate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. rr■■■■■r■■■rr■■■■■■r■■■■■■■■■r■r■■■r■■■■■■■■■■■■■■■■■rr■■■■■■■r■r■■■■■■■r■■rr■■■■r■■■■■■■■r BUSINESS NAME: �(��j'� `q' NSN� BUSINESS ADDRESS: �O l 0'1 '�'V11` 111 S t*� CITY ! a STATE_ZIP I `� BUSINESS PHONE:O I-'O..S'O FAX NUMBER CELL PHONE( ) b �AUALIFIER'S NAME: e t� QUALIFIER'S LIC NUMBER: �k r,nrt / S i { { r p 3a1� .0 _ I � i1M� •��DA k + 44 It t h S, .,, sS - ur 3r I i F k {VN. 5 I � �d ' T Receipt u `N i i-Bade County, State of Florida' mmis HarAsu-00{�PAY tC NO: 1 182 � r ROCEl"oto. �! 1 51 S irsk�i;`ei 20.w T4901 SW I37 ST#7 7440M MAK R ,331<35 Pursuant to coway f Sac 70--24 OWNER TYPE OF BUSINESS PAYME94T RECEIVED SM A>3 MNGS SPECOITY BUmw CA311 fRA(f0� a TAx COLLEC>ro11 * ` FEi.CCA�t7AS 175.00 01/GV2015 a. 0247-15.002{X3 nftna ipt is ogle ie the '• A 98ML MY • ' takes 8a�.tramesL Smy Town of Cmdt fty. Y t oUnty Sti OW p Y �► s - T CElW MOL ;6F 137 s � SE�#�� 30, h OWNER =w k SEM BUSINESS BEST ° $ 196 �R TY SUdDING PAYMENfkECMED s 1 12BSM82 BY TAX COLLECTOA,W23/2014 $75.Qfl , MDITCAW-14-X13932 } ThBEl�p Tax1�e�� _ ie,Yshsetu# terat �� e iY to da 6n Homer: e o: which a�ptytfl t6s � s ��� Forosm.i�t N`��� �K �x S IMC lift err i x �€ 7 e,.,. -) ✓at` �� I �C ® DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 5/8/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: Nancy Munoz - - - - — -- Brown 6 Blown Of Florida, Inc. PHONE (305)247-5121 LAM Nai:(305)248-8543 -- --- dba T.R. Jones 6 Co. E-MAIL nm moz@hb9 nsfl.com - - - — - - 1780 N Rrome Ave INSUREAs)AFFORDING COVERAGE-_ NAIC 8 Homestead FL 33030 _ INSURERA:Underwriters at Lloyd's London 15792 -------------- ---- INSURED INSURER B: Flea Florida Corp INSURER C: DBA Best Awnings INSURER D: 14901 SW 137 Street, 07 INSURER E: Pinecrest FL 33196 INSURER F COVERAGES CERTIFICATE NUMBER:2015 Master REVISION NUMBER: THIS IS TO CERTIFY THAT 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 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LB TRR TYPE OF INSURANCE I POL--NUMB POLICY EFFICY POLICYM LIMITS E)(P x COMMERCIAL GENERAL WIBILITY EACH OCCURRENCE $ 1,000,00DAMAGE TO RENTE A __ ,'. CLAIMS-MADE EX]OCCUR PREMISES(Eaocaurence $ 100,000 LBW550008 4/24/2015 MED Exp(Arty one parson) t$ 5,000 _ ----__--- I -_ - d/24/2016 ' - -- - - PERSONAL&ADV INJURY $ 1,000,000 GEN'-AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 R POLICY I-_ JERCTT ;LOC PRODUCTS-COMP/OP AGG $ 2,000,000 I - -- - _ $- OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LI $ ANY AUTO BODILY INJURY(Per pemm) $ ALL ED ISCHEDULED OS AUTOS BODILY INJURY(Per acdderd) $ —� ---_ - -- NON-OWNED PROPERTY DAMAGE HIRED AUTOSAUTOS �erecxtderrt�.__. - $—._.. __-- $ UMBRELLALWB H OCCUR EACH OCCURRENCE $ EXCESS LIAB- - CLAIMS-MADE_ AGGREGATE - $ - DED RETENTION S $ WORKERS COMPENSATION P AND EMPLOYERS'LIABILITY YIN —--STATUTE ER __--- ANY PROPRIETORIPARTNER(EXECUTIVE E.L.EACH ACCIDENT $ OFFICERMIEMBER EXCLUDED? NIA' (Mandatory in NH) - EL DISEASE-EA EMPLOYEE $ If es,describe under - - ___ DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ �I i I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,AddMonal Remarks Schedule,may be attached If more space is requbad) Canopy, Canvas, Awnings Installation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami. Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE T Jones Jr./NANMUN ' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(2ouo1) CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06111/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER COWACTNAM Michael D.Holleman PMNWork Comp Associates,Inc. (A/C,.MM: (561)863-9581 °WC,No): (561)881-9745 P.O.Box 33297 E SSS: mail@WorkCompAssoc.com Palm Beach Gardens,FL 33420-3297 INSURERS)AFFORDING COVERAGE NMC s INSURER A: Florida Citrus,Business&Ind. INSURED INSURER B: Best Awnings, INSURER C: Flex Florida Corp.DBA INSURER D: 14901 S.W.137 Street,Unit#7 Miami,FL 33196-5629 INSURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY Ol ETS- $ MED EXP(Any one person) $ CLAIMS-MADE [:]OCCUR r PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY F1 PRO- LOC $ AUTOMOBILE LIABILITY ❑ Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED etK IT UAMAUt $ AUTOS UMBRELLA LIAB HOCCUR ❑❑ EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABIUTY Y/N X TORY LIMITSI I ER A ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ 100,000 OFFICE/MEMBER EXCLUDED? El M 10656015 1/15/2015 1/15/2016 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 El I El DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Addhional Remarks Schedule,H more space Is required) Canvas canopy awnings installation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N E 2nd Avenue Miami Shores,FL 33138-2382 AUT'HORRED REPRESENTATIVE y ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD �lE IJ ODAMIS6.tt0 MAY 12 2015 9500 IIORTN BAYSNORE DRITI BY: MIAMI SNORES.itORIDA i 1158 Ut 105-775-1040 omeaa�@aol.com May 5,2015 Miami Shores Village 10050 NE 2nd Avenue Miami Shores,Fl.33138 RE:9713-9715 NE 2nd Avenue,Miami Shores,Florida To whom it may concern: I,Tanya de la Rosa,owner of the building located at 9713-9715 NE 2nd Avenue, Miami Shores,Florida,hereby grant permission to'Best Awnings"to perform the work of installing awnings at this property. Should you have any questions,please do not hesitate to contact me. S' erely, Tan de la Rosa cc: Dr.Laura Fernandez Ortiz Shores Pediatrics i !111111 Illy 1111111111 1111111111 11111111111!1 CFH 21305R0561919 OR Bk 23432 Pa 1674; (1PS RECORDED 06102/2005 10:14:09 DEED DOC TAX 0.60 Parcel Identification No: 11-3206-0134220 PtiIIRVEYDADEINOU 1TYY LERK OF COURT LAST PAGE This Instrument Prepared By and Return to: Martha Pozo-Diaz,Esq. Lakeshore Title&Trust Corp. 8000 West Flagler Street, Suite 203 Miami,Florida 33144 QUITCLAIM DEED This Quitclaim Deed, made this 27th day of May, 2005, between Vilmed, Inc., a Florida corporation, whose address is 9300 N.Bayshore Drive,Miami,Fl 33138,Grantor,and Odamise,LLC, a Florida Limited Liability Co,whose address is 9300 N.Bayshore Drive,Miami,F133168,Grantee. Witnesseth,that the Grantor,for and in consideration of the sum of------------TEN&NO/100(SI 0.00)-------------- ---DOLLARS,and other good and valuable consideration to Grantor in hand paid by Grantee,the receipt of which is hereby acknowledged,has granted,bargained and quitclaimed to the said Grantee and Grantee heirs and assigns forever,the following described land,situate,lying and being in the County of MIAMI-DADE,State of Florida,to- wit: Lot 12, in Block 31, of AMENDED PLAT OF MIAMSHORES, HORE lic Records of Miami ade according to the County, Plat thereof,as recorded in Plat Book 10, at Page 70, of the Florida. To Have and to Hold the same together with all and singular the appurtenances thereunto belonging or in anywise appertaining, and all the estate, right, title, interest, lien, equity and claim whatsoever of Grantor, either in law or equity,for the use,benefit and profit of the said Grantee forever. to set it hand and seal the day and year first above written. In Witness Whereof,the Grantor has heremm Signed,sealed deli ed in our presence: NINMED,INC.,a Florida corporation BY: W ess#I igna�ue Tanya de la osa,President 9300 N.Bayshore Drive,Miami,F133138 Witness I Print Name Wi ss#2 Sign ture Witness#2 Printed Name STATE OF FLORIDA COUNTY OF MIAMI-DADE 005 b The foregoing instrument was acknowledged before me this 27th day of May, 2005 y anya ale la Rosa, as�. President of Vilmed,Inc.who is personally known to me or who as prod ced a identification. SEAL ,��a'y M.=E.,C'AFE8TAWN S afore b1Y Cuf 437EXPIR ?005e• Bandat Tvrilers 4f, Printed Notary Signature My Commission Expires: P°rope Search Application -Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/12/2015 Property Information4 , Folio: 11-3206-013-4220 E A;>a 3• Property Address: 9713 NE 2 AVE Owner ODAMISE LLC Mailing Address 9300 N BAYSHORE DRIVE " MIAMI,FL 33168 Primary Zone 6400 COMMERCIAL-CENTRAL Primary Land Use 1713 OFFICE BUILDING-ONE ,y t STORY:OFFICE BUILDING i iF i' e Beds I Baths I Half 0/0/0 ' Floors 1 Living Units 0 ' Actual Area 3,000 Sq.Ft Living Area 3,000 Sq.Ft Adjusted Area 3,000 Sq.Ft Lot Size 6,500 Sq.Ft Taxable Value Information Year Built 1946 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $0 $0 $0 Land Value $130,000 $130,000 $130,000 Taxable Value $149,0851 $240,790 $218,900 - School Board - Building Value $206,856 $115,597 $123,478 XF Value $19,076 $19,253 $21,744 Exemption Value $0 $0 $0 1 1 Taxable Value 11 5,9321. $264,850 $275,222 Market Value $355,932 $264,850 $275,222 City Assessed Value $149,085 $240,790 $218,900 Exemption Value $0 $0 $0 Benefits Information Taxable Value $149,085 $240,790 $218,900 Benefit Type 1 2014 20131 2012 Regional Non-Homestead Assessment Exemption Value $0 $0 $0 Cap Reduction $206,847 $24,Q60 $56,322 Taxable Value $149,085 $240,790 $218,900 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page MIAMI SHORES SEC 1 AMD PB 10-70 05/01/2005 $0 23432-1674 Qual by exam of deed LOT 12 BLK 31 2008 and prior year sales;Qual by LOT SIZE 50.000 X 130 04/01/2002 $300,000 20351-0954 exam of deed COC 23432-1674 05 2005 4 04/01/1990 $0 15474-2441 Qual by exam of deed 01/01/1978 $125,000 09935-1607 2008 and prior year sales;Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govriinfb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/12/2015 Detail by Entity Name Page 1 of 2 Detail by Entity Name Florida Limited Liability Company ODAMISE, LLC Filing Information Document Number L05000049861 FEI/EIN Number 202873888 Date Filed 05/13/2005 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 10/15/2009 Principal Address 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138 Mailing Address 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138 Registered Agent Name&Address DE LA ROSA, TANYA 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138 Authorized Person(s) Detail Name &Address Title MGR DE LA ROSA, TANYA 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138 Annual ReDorts Report Year Filed Date 2013 02/25/2013 2014 01/13/2014 2015 01121/2015 http://search.sunbiz.org/In ui /Co orationSearch/SearchResultDetail?in ui a=Enti ... 5/12/2015 q rY 1P q rYtYP tY 0444 f. 044u& P, E Florida RE # : 68447 13155 SW 134th Street, #119, Miami, Florida 33186 - Phone -Fox# (305) 253-9442 :: 0 a opy PROJECT: AWNING STEEL STRUCTURE 9715 BLb& 9715 NE 2 AVE., MIAMI, FL CUSTOMER: BEST AWNINGS %see: ot of*** :90:6: DESIGNER: Cesar Castillo PE % • 00.0 : . ... STATE OF FLORIDA REG. # 68447 CODES AM SPECIFICATIONS: E MAY A.I.S.0 9th EDITION FLORIDA BUILDING CODE 2010 - HVHZ A.S.C.E 7-10 1 Is ew-4 If. 0144j.4" P.E. Miami sho"res Vidno"o CONSULTING ENGINEER 13155 SW 134th STREET SUITE#119 APPROVED BY DATE MIAMI, FL 33186 PHONE#(305)253-9442 ZONING DEPT C�() Cr FLORIDA P.E. #68447 RLDG DEPT 7 1 62 5 1 I If Jc- ;�� iii3���TOCOMI:; HAI-LFED/R/AeL/Ij IAT[ AN[)cnm TY R1)I Fs AND nf-G11I A-T IONS MAR 19 2015 L 1. P. Florida RE#: 68447 13155 SW 134th Street,#119, Miami, Florida 33186- Phone -Fax# (305) 253-9442 AWNING STEEL 5TRUCTURA L DESIGN - CANTILEVER 8' - 0 -F.B.0 2010 A.I.S.0 9th EDITION -A.S.C.E 7-10 WIND LOAD CALCULATIONS-Z< 60 ft WIND CODE= ASCE 7-10 WINDSPEED= 105 MPH -FBC 2010-3105.4.2.1 MEAN ROOF HEIGHT: Z= 10 ft < 60 ft EXPOSURE CATEGORY= "C" -FBC 2010-3105.4.2.1 EFFECTIVE AREA= 4 ft X 6 ft = 24 ft2 Kzt= 1 -Section 26.8-2 ASCE 7-10 Kd= 0.85 -Table 26.6-1 ASCE 7-10 Kz= 0.85 -Table 30.3-1 ASCE 7-10 qh= 0.00256*KzKzt Kd*V2 -Section 30.3-1 20.39 psf And: GCp(1)= -2.20 -Fig.30.4-2A -Using 24 SQF AS OVERHANG Gcpi(1)= 0.55 -Table 26.11-1 -Partially Open Buldings P design= qh*(GCp-Gcpi) -56.1 psf -CRITICAL CHECKING LOADS COMBINATIONS. -ASCE 7-10 Live Load-L= 5 psf -DESIGN LOADS PER ASCE 7-10 Dead Load-D= 8 _ psf -DESIGN LOADS PER ASCE 7-10 ..•• W= -56.1 psf • .••• • • • 0.000 1.- D= 8 psf '..' 0 •' 2: D+L= 13 psf see*** •00 0 900660 • • • 3: D+0.75L= 11.8 psf •••:•• • • • 4.- D+0.6W= -25.6 psf .••• •.••.. 5- + = • %. + • • D 075 0 • L .6W -21.9 sf • .•• • ..•.. 6.- 0.6D+0.6W= -28.8 psf • • SOUSE: W= -28.8 psf ••�••� 11 • 0010• LOAD ON CANTI LI VER BEAM - SPAN = 4'-0 •• 1 •••••• Rf-- -57.7 Ib/ft * 5.83 ft • • • ' 1 0 • • • -336.35 lbs •••••• ••111• LOAD ON BORDER FLAT BEAM - SPAN = 5'- 10" 'a s• 0 1 �.... W= -28.8 psf 2 ft • • • -57.69 Ib/ft DESIGN OF CANTILIVER BEAM - SPAN = 4'- 0 Fy = 36 Ksi -Using A53 Grade B-Steel Fy=36 KSI Span= 4 ft M= 336.35 x 4.00 = 1345.40 lbs-ft Then M = 16144.83 Ib-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Srqr = 16.14 = 0.68 In3 23.76 Then try with: (1)STEEL TRUSS H=8"-PIPE 1-1/4!'-SCH.40 Sxx= 3.46 in3 > 0.68 o.k THEN USE (1)STEEL TRUSS H=8--PIPE 1-114--SCH.40 CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 X. l MIAMI, FL 33186 PHONE#(305)253-9442 FLORIDA PE. #68447 ,\ R 19 201 i 0444 f. &4V& P E Florida P.E#: 68447 13155 SW 134th Street,#119, Miami, Florida 33186- Phone -Fax# (305)253-9442 DESIGN OF BORDER FLAT BEAM - SPAN = 5'- 10" Fy = 36 Ksi -Using A53 Grade B-Steel Fy=36 KSI Span= 5.83 ft M= 57.69 x 33.99 = 245.12 lbs-ft 8 Then M = 2941.39 Ib-in Assumming Fb=0.66(Fy)= 0.66 x 36 = 23.76 Ksi Then Srgr = 2.94 = 0.12 in3 23.76 Then trywith: (1)STEEL TRUSS H=6"-PIPE-1"-SCH.40 Sxx= 2.23 In3 > 0.12 O.k THEN USE (1)STEEL TRUSS H=6"-PIPE-1"-SCH.40 VERIFY CRITICAL CANT. BEAM TO WALL CONNECTION- SHEAR & TENSION Moment= 16145 Ib-in H= 7 in T=C= 2306 lbs Per Each Plate S= 336 Tension= 2306 lbs Per Each Pair of bolts Shear= 168 lbs Per Each Pair of bolts Try using= (4)1/2"Wedge Bolt Anchor(Min.embed.4")per plate -See Attached NOA on concrete walll 4000 psi Spacing Between Bolts= 6 < 6 in 100% -FULL DE;"N•• Edge Distance= > 6 in 100% 0000••• •••••• TENSION •• • •• �•� •• Ru= 2525 X 2 X 100% •••:•• •• • 0000•• • 5050 lbs > 2306 lbs •••... . 0 0 SHEAR 0000 . • V•••• Ru= 2220 x 2 x 100% *....a ;00000 • 4440 lbs > 168 lbs 000000 06 • 000000 OX : 0000 CHECKING BIAXIAL STRESSES 000000 •0 0•:' 2306 + 168 = 0.5 • o < • 1 o.k •. 5050 44400 0 00000. •0000• Then use : (4)1/2"Wedge Bolt Anchor(Min.embed.4")per plate -See Attached NOA oA�phorete walll 4000 psi :....: C I. C'w�► P.E. CONSULTING ENGINEER 13155 SW 134th STREET, SUITE#119 MIAMI, FL 33186 PHONE#(305)253-9442 FLORIDA P.E. #68447 LIAR 19 2015 •c� x� cap W j •66• • • •996 • • • 000000 •• i •••6• 0 0000•• • • • • 0000•• . 0000•• • • • 0000 • •0969• • 6 • • • 0000•• 0000 • •060• ' 66.99• 06 -• 0 • • 6 0 6 6 •096• •6 0• 6 6• •0006• 9••6 • • • • 0 0 0 • 6••96• 066960 • 0 . ...... . •6• 21 •6 0 �n� . . •.. . . . ... .. .. . • . .. •. . . . . • • • . . . . PRODUCT DESCRIPTION: Q' THE WEDGE43OLT ANCHOR IS A UNIVERSAL HIGH STRENGTH CARBON STEEL ANCHOR DESIGNED FOR USE IN STONE AGGREGATE 0 - CONCRETE IT IS A VERSATILE,HIGH PERFORMANCE ANCHOR THAT IS REMOVABLE.R IS AVAILABLE WITH A FINISHED>w4EX%4MINEA • • • ••• �O � c HEAD IN 1/4',3/8',12'.518'ANO 314•DIAMETERS.THE WEDGE-BOLT ANCHOR S A ONE-0IECE UNIT FORMED FROM Tl�i H• •• • e e• • V '�`a p HARDENED STEEL WITH A FINISHED HEX HEAD FORMED WITH AN INTEGRAL WASHER A DUAL LEAD THREAD,ANO fLCFI GFtD• • • • • • I s0 i7 TIP.THE CARBON STEEL VERSION OF THE ANCHOR IS 7JNC-PLATED FOR CORROSION RESISTANCE WITH A SUPPLEIVE • • •• WEDGE-B[SL�f.IWCHOR �p S a CHROMATE FI W SH IN ACCORDANCE WITH ASTM 8 633. • • ••• ••• •e• • dRury GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A POWER WEDGE-BOLT ANCHOR ANALYZED WITH THE PROVISION SET FOR THE ,,�,,¢¢•• ISSUANCE OF A NOTICE OF ACCEPTANCE(NOA)BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY (_-. :F, E HURRICANE ZONE 04V1Z)OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. ••• : : ••• •• / 1 �+ N 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED INSTALLATION INST01ic'n&A•' • IN e • >B> O �yL AND THIS MIAMI-DADE COUNTY BCCO'NOTICE OF ACCEPTACE THE WEDGE-BOLT ANCHOR HOLE MUST BE DRILLED USING.T e • • e •e 3 - G' -,-7'D SPECIAL MATCHED TOLERANCE WEDGE-BIT.TO INSTALL THE ANCHOR,PRESS THE CHAMFERED TIP OF THE ANCHOR��((ii$$ GIR '• • • • • i-: THE FIXTURE INTO THE HOLE,AND TIGHTEN IT USING A SOCKET WRENCH OR IMPACT WRENCH.AS THE ANCHOR IS TIGTrrENED• • • • • useO N3 INTO THE HOLE,THE REVERSE PARABOLIC DUAL LEAD THREADS UNDERCUT THE WALL OF THE HOLE.THE DUAL LEAD THREAD IS/ `• FORMED WITH A HIGH HELIX ANGLE FOR FAST ENTRY AND ADVANCING.A SPECIALLY DESIGNED RELIEF THREAD FORMED IN THE v / BODY OF THE ANCHOR ALLOWS EASY TIGHTENING.FOR EASE OF IDENTIFICATION AFTER INSTALLATION,THE HEAD OF THE ' A= LENGTH B=DIAMETER TS ANCHOR IS STAMPED WITH BOTH THE DIAMETER AND LENGTH.ALLOWABLE TENSION AND SHEAR VALUES ARE NOTED IN TABLE 1. 3. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. / 4.THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION. O T 5.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G1523 OF THE FLORIDA ADMINISTRATIVE CODE. E 6. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. Z go~ aZ wi,,I= 03 S TABLE No.1 WEDGE-BOLT ANCHOR-Allowable Loads. m W z Anchor Embedment 2000 psi'Concrete 3000 psi Concrete 4000 psi Concrete 5000 psi Concrete 6000 psi Concrete Lb 3� 31 Size / DapthTension Shear Tension Shear Tension Shear Tension Shear Tension Shear o (inches) (inches) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) h c 1 180 . 260. 260 ' 390, 335 520 375 560 415 600 n W I a Z 1-1/2 360• 550, 450 550 . 535 550 SBO 590 620 625 ? 1/4 2 S00 • 550• 795 550 985 550 11175 640 1,245 730 9 John W.lCnezevirh 2-1/2 880 550 1,025 550 1,165 550 1,,240 640 1,315 730 a�rwNo�u rnVxe 1-1/2 475 845 555 11010 630 1,170 695 1,440 760 1,710 TABLE No.2 , WEDGE-BOLT ANCHOR-Allowable Spacing and Edge Distance. / Fr u�ea„Ne,�ooa,a4� 2 750 1,110 865 4190 980 1,270 1,140 1,490 1,300 1,770 DISTANCE FOR FULL ANCHOR DISTANCE FIR REDUCED ANCHOR REDUCTION i CAPACITY(Cdtiml Distance)' CAPACITY (Minimum Distance)2 FACTORS 3/8 2-1/2 1,025 1,370 1,180 1.370 1.330 1,370 1,585 1,540 1,835 1,710 3 1,450 1,425 11695 1,455 1,935 4480 2205 1,595 2,475 1,710 SPACE BETWEEN RNCHM-TENSION 1211 X 411 r 0.50 lr sFacOD BETVEEN Anc7 DRs-S TEAR - 1211 1111 oas 8 2066 0 3-1/2 1,875 1,475 2,205 1,535 2535 1,590 2,825 1,650 3,]10 1,710 - 2 715 1,430 850 11570 965 1,705 11090 1,945 1,195 2,185 EME DISTANCE-TENSION Sal3d 0,70 c 2-1/2 1,025 1,670 1,165 1,775 1,300 1,875 1,4617 2,075 1,620 2,270 EDGE DISTANCE-SHEAR 12d)< 3d 0.15 c 1/2 3 ' 1,480 , 1,790 1,715 1,945 1,950 2,095 1 2,150 21185 21345 2,270 1- The fisted values are the minimum distances required to obtain the toad values listed in Table No. 1./ $ 3-1,2 1515 . 21165 1,820 2,220 2,120 2,270 21550 2,335 2,975 2,400 'd'equals Anchor Diameter. When adjacent anchors are different sizes or embedments, use largest value of'd'. .h 4 1,890 2,165 2,525 2,220 3,155 2,270 3,155 2,335 3,155 2,400 2- The listed values are the minimum distances at which the anchor can be set, when load values are / e adjusted appropriately. _ x I 2-1/2 855 I'm 11020 2,255 1.180 2,705 1,455 3,030 1,725 3.350 3- Load values in the tables are multiplied by the reduction factor when anchors ore installed of the •�o minimum distance listed. Uneor interpolation may be used for spacing or edge distances between the/ S/e 3 1,740 2,325 1,495 2690 1,845 3,055 2,045 3,305 2,240 3,550 critical and minimum distances. Multiple reduction factors for more than one spacing or edge distance 4 2,060 3,145 2,625 3,420 3,190 3,690 3,385 3,835 3,580 31980 shall be calculated separately and multiplied. 5 3,325 1 3,750 1 3,940 4,010 1 4,555 4,270 4,885 4,355 5,215 4,440 71i I 3 1,GBO 3,00.5 1 1,350 3,420 1,620 3,835 1,900 4,265 2,175 4,695 a 3/4 4 1,780 3,630 2,410 4,590 3,035 5,550 3,270 5,630 3,505 f5,705 ERDL1 UCT Rr.NE%V..02,835 4,690 3,295 5,400 3,755 6,110 4,305 6,150 4,850 escnrplylur:'uh 4S-'Fe.-tcCale 05/18/2006 6 3,885 5,745 41180 6,210 4,475 6,670 5,355 6,670 6,190 pernpunsa No O i'- � // AS NOTTD MCR E 1- Allowable Loads are based on Ultimate Load divided by a 4:1 safety factor. E a�w vK c 2- Spacing and edge distance shall be in accordance with Table No. 2. By _ 5 >9avWnn resew 06-387 u sheet 1 of 1 CHAPTER 30 WIND LOADS-COMPONENTS AND CLADDiNO h$. F60... k'tgue �0 4 Exiternal� Enclosed,PartiWy Enclosed Buildings Gable hoofs 0 :5 7° II d 3J - 9- -2 _ K I I I I I I I I T: Q o � 2 h I I I I I I I 10 100 a- 10 100 •3.2 •3.2 CL 2 8 3 ROOF •2.8 z8 3 Overhan -2.8 O 2.6 Q z,6 • • 2.4 = -2.4 : • • • •••••• C 2.2 2.2 • •• .� •2.0 z 2.0 le ••••i• (J •1.4 1.4` 1.2 d 1.2 • • N06 �g a 1.0 • •• 1.1 •••••• CL .0.6 � .0.6 ••••• • 0.8 f• • `m •0.4 w 1 10 4C• 50 X00 200:.5DG�i0p0 •'•••• E -0.2 (0.1) (0.9) (1.9: 1441• .3) 118.6►•146.51192.91 :••.•; u, +0.2 . z 3 +02 Effective Wind Area,ft2 ( .)•' +0.4 +0.3 +0.6 B 10 20 50 100 200 5001000 (0.1j (0.9) (1.9) (4.6) (9.3) (18.6) (46.5)(92.9) Effective Wind Area,ft2 (nr ) Notes: 1. Vertical scale denotes GCP to be used with gh 2. Horizontal scale denotes effective wind area, in square feet(square meters), 3. Plus and minus signs signify pressures acting toward and away from the surfaces,respectively, 4. Each component shall be designed for maximum positive and negative pressures. 5. If a parapet equal to or higher than 3 ft(0.9m)is provided around the perimeter of the roof with 0:5 70, the negative values of GCP in Zone 3 shall be equal to those for Zone 2 and positive valines of CIC,in Zones 2 and 3 shall be set equal to those for wall Zones 4 and 5 respectively in Figure*4-1, 6, Values of GCP for roof overhangs include pressure contributions from both upper and lifter surfaces. 7. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less:t n wither 4%of least horizontal dimension or 3 ft(0.9 m). h: Eave height shall be used for 8 S 101 . 0: Angle of plane of roof from horizontal, in degrees, 336 • ...•*+ ,"'�a..-�,»>�.:,.�y.'ma'''r,. Id- '4 SF - ttt3� . • - .. 'mss,. -4sc .a. CALIFORNIA DEPARTMENT OF FORESTRY and FIpE PROTECTION OFFICE OF* THE STATE r1 Y.AR H PRODUCTALESTSTANT PONTR& NT 502/532/ 32/10Ct2 R� � ����e$+�at �•� •.•••. • • • 0 :• 0 •••' : sees** • 609.96 • • • Product Marketed By: 0 0 •0600e SERGE FE .69600 � .96. • sees• 1460 SST 6TH COURTH •� 00 6s s •• 666966 POMPANO BEACH, FL 330*69 •696•• � • • • • •6969• . 666666 • • • •66969 • • •• • • see • • This product mccts the minimum requirements of flame re tsisY.ince established by the California Ztc Fire Marshal for product. identified in Section 1,115, Gslifornia Health and Se rm� ty Code. The scope of the appxo +ed use of this product is provided in the current edition of the F CS,G-EAND LIMITED APPI,ICAT'O�iSCONCERNS published by t Califs nia State Fire Marsbal. he Expire: 6/30/2015 Detau Y state Fret�fPzzsr:al ra_g l TRIVANTAGE 1831 North Park Avenue Glen Raven,NO 27217-1100 y�,tr vantage aam 4/22/2015 P:(336)227-6211 R.(3M 586-1394 FLEX EQUIPMENT SERVICE&REPAIR 1116 LUGO AVE CORAL GABLES,FL 38156 CERPrIFICATION 1 yD PRECONTRAINT 502 #886170.8" VANILLA... We I7ereby ca*ftti . • • 111... • . 888502Item •••• •••••• against purchase Order '....' ....• 2/23./2013 . . . shipped on •• .. ...... 40577050 •••••• • for use on Tsraoice leo- ©D�,i1S� ..•. TH .... Ngp 101 TEST iV1E . . • . comply with specificaions 25.853 •• • ' ••• •••••• Cpm-84,t1Fr1C CESS I, •• • -TR1�QaT����,9m9aC Tony Lagana Purchasing Manager SKETCH MJF SURREY SCALE: 1"=20 ` LOCATION MAP (x.T.S.) 67-rA64 TV P i t s?t ;/U1 F t fV 7-7511 ��s�1� /�� Tm'�a�+� �•g�1L iR 'n I I61.40.64 •101� 1_*6 I J3T'R F_{':'C. .aaa.uu .,•� '•. t J Nr j � '•Iv .4:=.TT't J �,. 1.,1! �:�:I-f.•1:14• .a• t... tr 1,4. -•�� "� � ; •d f, •;• , , e•I I•'n NN u r!• •+Ira bl•f. r , a 4 1 l 6 a r ! •1• 1 T 1 l •' t' ' 1'I.}.. ,'.�.'k, 4�Nli rt .,41I•re.n�w tl 1. q'a•tlllr n ea 1 , a� 11 uI1r R 'N 'n � • :N L'I.•.. :I LI sLs..•rJ/:� �1",{M,• ,I.3:.. �•�.d�11,4,a' I "W•IYl;I4.I�I.i:•. N•✓ V6��•I A1r{•Ir,n n�r:1..� tt 7. • (///j//f////�' /I�//K/J/.� T // / 'rL�j'IiI1 i4Ip,es.•J.y,III`I;.qHl•�!�N,•�1N4.(1-1.'. N;t.1l1 E J •3rJ r{+~uN1'•I•IN r1! 11'n1:'1�nJ�o wae Ij IN .1k1�7+`al�JJJo.i.'�',,�••.'.!•/'.•1� rIt mi..41 1a w 1, 111N4,1. 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N i I1 t 1 1�•� LJ.�LJ.:..� ��•� u i t ' 11 r r0 q N N N1`p Ian r' q•i N,d1 if JIa13 r �,,Hp•1�N N�N�11 I/N N N f{I`1 O p n Hat M J l2 eo 'P � �•i �as..`...La.'.L+• +4.1 . N• W:.wa+: ..� :�:L• I �.1� j�•eJl N. E. ,a■s.a:' 91 er��Jr, :51'fih:t:l Iun• b� )I -,. SEE REVERSE SIDE FOR IMPORTANT INFORMATION HEAD PLATE 3/8°x8°x8° PL. INTO DATE: 03/09/15 Y'X2'2'ST• DETAIL: EXISTING CONC. WALL REVISIONS PLATE WELDED TO HEAD PIPE do 4000 PSI W/(4) Y"4 WEDGE SECURED W/X'0 1" ANCHOR (MIN. EMB. 4') WEDGE ANCHOR TYP OF 5) (MIN. EMBEDMENT 4' INTO CONC. WALL 8°6' 0 36' MAX O.C. 1 PLATE DETAIL h h OI O J^ m M V U v L O 10 A 20064. 0 0 ori „ J � 1 ...... A •••••• 00 ••••• y7 on .t. 2 ,11 As . .a. Lido a V .l J L 7 � • : �• • 1 .* ^ Q w C` w �n 0O a ,J 7) ALL PIPE TO BE 1Y"0 U.N.O. SHEET DESCRIPTION ISOMETRIC—NOTES DETAIL GENERAL NOTES( If opplicable SHEET: of - ALL STRUCTURAL PIPES TO BE SCH. 40 GALV. STEEL A53-Fy=36 ksi - ALL STRUCTURAL STEEL PLATES TO BE STEEL A-36 - Fp 36 ksi - ALL CONNECTIONS TO BE FULLY WELDED 4°-E7018 at - ALL WELDS COVERED WITH CORROSION RESISTANCE COATING. I N - ALL STRUCTURES DESIGNED IN ACCORDANCE WITH: w — F.B.0 2010 z co cp ISOMETRIC 101 -102( Typ. of 4) EXPOS 7-10 Z LU Cn N EXPOSURE °C° - V= 105 MPH W W � A.I.S.0 9th EDITION w � m o - NOTIFY ENGINEER OF ANY ERRORS / OMISSIONS FOUND c N OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. g - CANVAS MUST BE REMOVED WHEN A HURRICANE WARNING '� v IS ISSUED (FBC 3105.4.2.1) - PROVIDE PERMANENT LABEL N z Z �r - FABRIC TO MEET CURRENT NFPA-701 FIRE CODE. U a u u�