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FW-12-323Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170367 Permit Number: FW -2 -12 -323 Scheduled Inspection Date: April 19, 2012 Inspector: Bruhn, Norman Owner: MUNOZ, JAVIER Job Address: 75 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: UNITED IRON WORK INC a Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number (305)970 -5368 Parcel Number 1132060131160 Building Department Comments FABRICATION AND INSTALLATION OF ONE ALUMINUM SLIDE GATE 17' X 5' @ 5' HIGH Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cf' April 18, 2012 For Inspections please call: (305)762 -4949 Page 5 of 16 Sk/, 3elslcci ‘sI90 ( 40.401A_ 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 l �% 02-5 Permit No. 6 U Master Permit No. BUILDING PERMIT APPLICATION FBC 2001 Permit Typ • BUILDING ` ROOFING OWNER: Name (Fee Simplee Titleholder): L J3.TC(4Jh (PufOi. ! 21, i/O Phone #: Address: 7-6 ME % j-- • `' - City: M/afn /' 3ndiea State: zip: 30/W Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: ^7b �� 9E3 51' City: Miami Shores County: Mial Dade Zip: 33115 Folio/Parcel #: f °3201:7 -0/3 --//b10 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Nnamne: y W P I � , t..D Ur4 ? W Address: /y 7 - 1 V GV 3& 11 • City: m a IT) / /;� State: / Qualifier Name: ado @O/ 7L1 -- Phone #: &)6- ga 1 Zip: / *e Phone#: State Certification or Registration #: Certificate of Com etency #: OCOOM /6,0 Contact Phone #: £c) 1 Email Address: twIzlela Jam vacal eon") DESIGNER: Architect /Engineer: Phone #: Value of Work for this Permit: $ , 2 Spar Type of Work: DAddition DAlteration ®New Description of Work: 7' bYd rea l ' 1 1[ Sir& r )6 e- 0 v molition + x******+ x*******+ x**m********* ********* **Feesa *** *+x**** + ****** ***m ****x :*•x***** *********** Od Submittal Fee $ Permit Fee $ /0C CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (fl ' Bonding Company's Name (if applicable) S� 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 o 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 co r encement must be posted at the job site n the absence of such posted notice, the for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be appr, ve'', and a reinspection fee will be charged. \ It Signature _ �, k Owner or Agent The forego' instrument was acknowledged before me this 'G 1 day of • , 20 �� by Jager watt , t„ who is personally known to me or who has produced 141. 14)A identification and who did take an oath. NOTARY P Sign: Print: My Commission APPROVED BY Signature 40)/ ontractor » The foregoin instrument was ackno leeddgsed before me this 21 day of i b , 20 12; by dlane-t ' o is personally known to me r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: .?.,©-4Z Plans Examiner /r /2Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Z -11-3., TAX FOLIO NO j/ ":9021.00,3-lied) 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, tlje following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 7-0"N% I: 411, • Lot u la i . A . IJM1: 1L IQ ''N't i ff I ►� �.� igirgov 11111111111111 1111111111111111111111111111111 CFN 2012R02045.092 OR Bk 28044 Ps 16161 (11;0 RECORDED 03/22/2012 13:00:38 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE er°- fJ) i','s' c' 1, 33 of 6 2. Description of improv m /7 YN.1 till. nt: it it rid! ' kgr. 3. Owner(s) name and address: WiS gall ell /144UW z.- 1 lid `75' -.V OVini 5 1k gC.,.s -3011 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: I, 44 aptc- .3,14 Mu 31 Sr /i1 Warn r<c, aa/ 6. Surety: (Payment bond required by owner 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(1Xa)7., Florida Statutes, Name and address: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Ljenor'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 differ nt data is . ; . Med) - • Si nature o wner Print Owner's Name Swom to and subsc Notary Public Print Notary's Name My commission expires: Prepared by (Ink0i)t ,20 etss: `( 1 ZJ 1 _ 4- 123.01 -52 PAGE 4 10/04 STATE OF FLORI IA, COUNTY OF DADE 1 HEREBY CERTIFY that ,this is a true copy of they of ()owNfAR i filed � , isfditon'�_ _, AD 20 al Seal. A AW Rt$ CERTIFICATE OF LIABILITY INSURANCE °o2i�7i2o ' 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(ies) 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 A&A Underwriters, Inc. 8796 SW 8 St Miami, FI 33174 CONTACT Pablo M Conde NAME: Met Fad). 305- 220 -7447 sac, No): 305-2204821 AE-MAIL pmc @aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC 8 INSURERA: Mapfre Insurance Co. of Florida 010805 INSURED United Iron Work Inc 3 C's Development Group. 3274 NW 38 St Miami FL 33142 INSURER 8: Guarantee Insurance Company 002300 INSURERC: 02/07/13 INSURER D : $ 1,000,000 INSURER E : $ 100,000 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 ILTR TYPE OF INSURANCE IN SR $WVD POLICY NUMBER (M�iMUUDDY/YYYm (M�NJDD EXP UMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY CP -000317292 -2 02/07/12 02/07/13 EACH OCCURRENCE $ 1,000,000 vIA P° REMISES EaEocarrrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ Excluded PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ Included GEN'LAGGREGATE LIMIT APPLIES PER: X POLICY n JPERO- n LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED HIRED AUTOS SCHEDULED NON-OWNED AUTOS (EOM COMBINED SINGLE LIMIT BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS' UABILITY ANY PROPRIETORIPARTNER/EXECUTNE Y / N OFFICER/MEMBER EXCLUDED? y (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A GWIC301004445 -112 01/06/12 01/06/13 X TORY LIMITS TH ER EL EACH ACCIDENT $ 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 A Property CP- 000317292 -0 / 02/07/1202/07/13 .i / 1.- Building $ 455,937 Equipment Breakd $557,537 CONTENT : $58,000 2.- Building $ 400,000 0,00 $ Equipment Breakd �,0 wind & Hail DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space le required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2 Avenue Miami Shores, FI 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffactory.com CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000019160 UNITED IRON WORKS INC D.B.A.: C. •MA FERNANDO is certified under the provisions of Chapter 10 of Miami-Dade County VALID FOR CONTRACTING UNTILO9130 1201 2 QUALIFYING TRADE(S) 0018 FENCE 0035 ORNAMENTAL IRON nem Mo Gonzales P E Secretary at the fiord N➢aml.Dade (bury maim a0 prenerty fiats harm. .ewer rmandade.P0Hbuildingsade 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 FIRST -CLASS TAX RECEIPT U.S. POSTAGE 1 MIAMI -DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10-24 MIAMI, FL EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL - DO NOT PAY RECEIPT NO. 30-2974294 CC NO: 000019160 BUSINESS NAME / LOCATION UNITED IRON WORK 3270 NW 38 ST OWNER :FERNANDO COLOMA SEE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register In the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TM 061-4.`07'2672011 02290004001 000200.00 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD UNITED IRON WORK FERNANDO COLOMA 3270 NW 38 ST MIAMI FL 33142 1 rill lit ill i 11%it'll titIl(01I MIAMI -DADE COUNTY 2011 LOCAL BUSINESS TAX RECEIPT 2012 TAX COLLECTOR MIAMI -DADE COUNTY - ,STATE OF FLORIDA 140 W. FLAGLER ST: ° EXPIRES SEPT. 30, 2012 181 FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 PURSUANTTO COUNTY CODE-CHAPTER 8A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 28418625 -THI CS IVO°I~ABILT Tyr NWT A;1Y °' ° RENEWAL a u ' 297429 -4 � it rA K 3270 NW 38 ST FERNANDO~ COLOMA Sec. ° l± LTY ,BUILDING CONTRACTOR mgr,, IS ONLY p IOCAI BUSINESS TAX RECEIPT. m DOES NOT PERMIT THE HOLDER TO VIOLATE ANY ZON(NG B OF THE':, OR COWY OR CITIES. NOW ■ DOES 'IT EXEMPT THE` HOLDER FROM ANV OTHERI :I IT _ OR LFCENSE 1141S REO RED DY LAW. S IB' NOT A CERTIFICATION OF THE HOLDER'S OUALIRCA•; ;. RECEIVED !A0DE count' TAX 10/19/2011 09010050001 'r 0 0 0082;+ 50 SEE OTHER SIDE DO NOT FORWARD UNITED IRON WORK FERNANDO COLOMA 3270 NW 38 ST MIAMI FL 33142 i „Ii,,.IL,,,li,t„i„i,l,l,l,ii It,,,l,Ii,,,lli,,,fl1„I ii, MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. ' 1st FLOOR MIAMI, FL 33130 ..,a,1Lsc 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012. MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 4183356' 17.11$�`�t BJLC -' Bu sUN gtNillt dt Al}8WK INC 3270 NW 38 ST 33142 UNIN DADE COUNTY FIRST -CLASS U.S. POSTAGE PAID - MIAMI, FL PERMIT NO. 231 CrrPAY-- RENEWAL RECEIPT NO. 504490 - 4' ITED II RON WORK INC s 206 0M 1 ECYCLIN6/PROCESSINO mill is BUSINESS TAX ECEIPT. R� HO 6 R TO IO -RATE HO ER TO VIOLATE / . EXI REGULATORY Oft ZONING LAWS OF THE COUNTY OR CITIES NOR .DOES IT EXEMPT THE ,PERMIT O ANY _____,_OTHER ,: - OR RUQUIRED BY LAW. Tres, • NOT A CERTIFICATION' OF (145 HOLDER'S OUAUFICA 0AIRECEIVED. • ',DADE COUNTY TAX. 1 '% 10/19/2011 09010051001 000082.50 SEE OTHER SIDE DO NOT FORWARD UNITED IRON WORK INC FERNANDO COLOMA 3274 NW 38 ST MIAMI FL 33142 +T, '_ Ida tl, il,,, ih, It, t„ i„ Li,t,t,f,,,►,It„►I,tl,,,i,t3b1fl„ 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT 'nn ll1 PERMIT #LO l 32-3 DATE: ./44( r� /Contractor ❑ Owner ❑ Architect 201 3 cked u . 2 sets of . lans a Tlf n • e, er) M1 Address: c 0 de di olis, From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: 03/05/2012 16:35 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Z001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2301 RECIPIENT ADDRESS 93056332120 DESTINATION ID ST. TIME 03/05 16:34 TIME USE 01'04 PAGES SENT 2 RESULT OK Permit No: 12-323 Job Name: March 3, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 1) Provide plans signed and sealed by a licensed architect or engineer. 2) Provide the wind Toad design criteria. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 mx:3 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1132O6O13116O Owner's Name: JESUS BULNES Job Address: 75 98 Street Miami Shores, FL Owner's Phone: (305)751 -0284 Total Square Feet: 43 Total Job Valuation: $ 2,756.00 Contractor(s) UNITED IRON WORK INC Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 2/28/2012 Comments: METAL PLATE IS NOT PERMITTED BEHIND ORNAMENTAL METAL GATE SD-!J- - P ,orlras 2_,./1-:-f o4/91-")-'41 Permit No: 12 -323 Job Name: March 3, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1) Provide plans signed and sealed by a licensed architect or engineer. 2) Provide the wind load design criteria. Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 �x (T-Cob-111,20. • f Standard Residential Shop Drawing Rail End 6 Bond Tie Wire Top Rail Top Rail Sleeve. Cap 101 -0° to center maximum Tension Band gip Iv" lb ad Post hole 'diameter is 4 times the diameter of the post. TERMINAL POST LINE POST TOP RAIL iie Wt. per ft. Size Wt. per f t. Siz e Wt. per ft. 21" 1 5/8 or 2" 1 3/8" or 1 5/8" t Size -Is outside dimension eF Weight-is pounds per linear foot Chain L:rt. Fabric % Gouge • 115 2 3/8" POST 6. ALUMINUM v- TRACK RUBBER GUIDE WHEELS -K-PLATE BACKING POST 6X6 POST 6XG L12�• 1�12� E GATE 3" GATE WHEEL s'%/ \ PICKET 1X1 17 \\\/\`j\ i%\`%<\\/\% \i % \ %\\ % \ % >\ // \` % \i%\ /i > %/> />\ / \%\/ / / > / \�%\i //xi \/ -2X4 /\N. '-12- A SLIDE GATE DETAIL UNITED IRON & ALUMINUM CONTRACTOR U- CHANNEL 1X2 POST 6X6 '0\\/'/>\< j \ \ PERK AT : , Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT / " f SUBJECT 'TO CCMPLIANCE WT f1-1 ALL FEDERAL STATE AND CCUNFI Y (RULES AND REGULATIONS Address : 75 NE 98 STREET, MIAMI SHORES, FL 33198 Date : 02 -22 -12 BOUNDARY SURVEY voocie 0,114,0)0k_ ci?klc;e., 6► i�►'511 6,0 111x 51 hCqi BLOCK 8 LOT 20 15' ALLEY N00 °00'00 "E FND 1/YP NO tD S CONC. WALK =1 = r 9'PAVEMENT onnrnna SPtIALT ORNE WEST 12 OF LOT 22 z5.0• LEGEND SFOUND 1/2° IRON ROD - FOUND 12° IRONPIPE • - FOUND DR!LLHOLE o - FOUND NAIL AND DISC - WATER METER ABBREVIATIONS: NC - AIR CONDITIONER SLAB q- CENTER UNE CB - CONCRETE BLOCK CONC. - CONCRETE F - FOUND IR - IRON ROD 1P -.IRON PIPE M - MEASURED P - PLAT NO ID - NO IDENTIFICATION RMV - RIGHT -OF -WAY TIP. - TYPICAL tar RESIDENCE # 75 2ar - ROCK 162 ■00 4300`00 "E 115.00' FND 12 7P NO ID N90 °00'00 "E - 75.00 ° J BRICK PAVER DRIVE ACE FLOOD & INSPECTIONS LB #7699 PROFESSIONAL SURVEYORS AND MAPPERS 4801 HOLLYWOOD BLVD., SUITE C HOLLYWOOD, FLORIDA 33020 PHONE: 954 -924 -1808 FAX: 954 - 924 -1809 acefioodandinspections@yahoo. com 7O RIGHT OF WAY - 20' PAVEMENT N. E. 98TH STREET THIS SURVEY IS PREPARED FOR 7HEEXDU,21VEl/S2AND BENEFIT OF THE PARTIES USTED HEREON. LIMEY MANY THIRD PARTES MAY NOT BE TRAA OR ASSIGNED DESIIOit DATE BW. REVISION: REVtStOti OAT EEV.ao Oa16,21111 FIELD BOOK DRAWN BY: T1N1 GiECKED BY: WA DATE DRAW?* JOB NIAI@Eft DRLTALFBE 08,1=1 S536 -DCII EAST 1/2 OF LOT 22 86.98' V FND 1 ?P NOD 20 0 10 20 (IN FEET) 1 INCHES = 20 FT. SHEET 2 OF 2 BOUNDARY SURVEY JOB # S536 -DCI I PROPERTY ADDRESS: 75 NE 98TH STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED TO: LUIS JAVIER MUNOZ- TRUJILLO & ALEXANDRA ROUX FLAGSTAR BANK, FSB, ISADA/ATIMA HARK, BURKHALTER,YON, PL FLOOD ZONE INFO: COMMUNITY NAME VILLAGE OF MIAMI SHORES: 120652 PANEL NO. & SUFFIX: 12086C 0302L FLOOD ZONE X ELEVm 4/A FIRM DATE: 09/11/2009 LEGAL DESCRIPTION: LOT 21, AND THE WEST 1/2 OF LOT 22, BLOCK 8, OF MIAMI SHORES SECTION ONE AMENDED, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI - DADE COUNTY, FLORIDA. SURVEYORS NOTES: 1. THE LANDS SHOVW1 HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS -OF -WAY OF RECORD. 2. VISIBLE ENCROACHMENTS AREAS SHOWN. 3. ELEVATIONS SHOWN HEREON ARE N .G.V.D. OF 1929. 4. NOTICE: THERE MAYBEADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 5. THIS SKETCH 15 THE PROPERTY OF ACE FLOOD AND INSPECTIONS, PROFESSIONAL SURVEYORS AND MAPPERS AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF ACE FLOOD AND INSPECTIONS, PROFESSIONAL MAPPERS AND SURVEYORS IN WRITING. 6. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH RIGHT OF WAY UNE OF NE -98TH STREET, AS SHOWN ON THE PLAT OF RECORD. ° 7. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE PLAN INFORMATION PRIOR TO CONSTRUCTION. 9. UNLESS OTHERWISE SPECIFIED THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. 10. FENCE OWNERSHIP NOT DETERMINED. 11. DESCRIPTION PROVIDED BY CLIENT OR CLIENTS REPRESENTATIVE 12. UNDERGROUND UTILITIES NOT LOCATED. 13. UNDERGROUND FOUNDATIONS NOT LOCATED. ACE FLOOD & /NSPEC T /ONS LB #7699 PROFESSIONAL SURVEYORS AND MAPPERS 4801 HOLLYWOOD BLVD., SUITE Q HOLLYWOOD, FLORIDA 33020 PHONE: 954 - 9241808 FAX: 954 - 9241809 acell000'ananspecllons@yahoo.com SHEET 1 OF 2 mils SURVEY WAS PREPARED FOR: LUIS JA VIER MUNOZ- TRUJILLO & ALEXANDRA ROUX EbS EA RVEYISPREPAREDFOR AI EXdlSNEUsEAND - REHEAT OF THE PARTIES LISTED FEREO L L/ABILRYTOANY MIRO PARTIES AdAY NOT BE TRAF DERRED OR ASSIGNED DESCRIPTI M DATE Mt RE nstoPt REVATIOIA OATEN Rail 08487011 RED WOE DIGITAL FAD DRAM HE TIM DATE DRAVA. 08'17/2011 DriL DY: Rae x13 NIA S536rDC11 NOT VALID WlrfOUT.THE SIGNATURE AND THE ORIGINAL .RA1SFD SEAL OFA FLORIDA Lida-LBW SU'VEYORAND - MAPPER TERRY.L. MACDEVITT PROFESSIONAL SURVEYOR A.ND;MAFPER FLORIDA UCENgENM 4557 6) ao 4 0 Type of Stress Type of Member or Element Sec. 3.4. Allowable Stress 6061 Table 2 -22 ALLOWABLE STRESSES FOR BUILDING TYPE STRUCTURES 6061 -T6 , - T6510, -T6511 Extrusions -T6 Standard Structural Shapes, Pipe 6351 -T5 Extrusions TENSION, axial Any tension member ction gross �� ^ net 1 29 12.5 _ N BSSIO S, extreme fibber, net section Flat elements in uniform tension 2 18 99'•° 10.5 s' Round or oval tubes -0{}O - 3 24 Fiat elements in bending in their own plane, etric shapes 4 28 1:2 White bars apply to unwelded metal BEARING On rivets and bolts 5 39 ., Shaded bars apply to all thicknesses with fillers 5183, 5356, or 5556 and thicknesses < 0.375 in. with fillers:4 43, 5554, or 5654. On flat surfaces and pins and on bolts in slotted holes 6 28 16 For tubes with circumferential welds, Sections 3.4.10, 3.4.12, and 3.4.16.1 apply for R, / t < 20 Type of Stress Type of Member or Element Sec. 3.4. Allowable Ste, S' Allowable Stress, s, < S < Sp Allowable Stress, S z S, COMPRESSION IN COLUMNS, axial All columns 7 - 0 20.2 - 0.126 kUr 66 51100 /(kUr)2 0 ; 8.6 - 0.043 kUr 133 51100 /(kUr)2 COMPRESSION IN COLUMN ELEMENTS, gross section Flat elements supported on one edge columns buckling about a symmetry - - 8 21 2.4 23.1 - 0.787 bit 10 154 /(b/t) axis 3.9 10.2-- 0:82 bit ` , 18 , .. 92 !(b/tj Flat elements supported on one edge - -1:--1-1.-__:1 columns not budding about a symmetry axis 8.1 21 2.4 23.1- 0.787 bit 12 1970 /(b/02 a -' _ 3.9 10.2 - 0.282 bit; 'Y 24 1970 /(b/t)2 .: 1-a-I Flat elements supported on both edges H- I 1 -I b 1- • • 9 21 7.6 23.1 - 0.247 bit 33 491 /(b/t) #f 12 10,2 Q 293 /(b/t)Y Flat elements supported on one edge and with ( stiffener on other edge 9.1 - . see Part IA Section 3.4.9.1 _ Flat elements supported on both edges and with an intermediate stiffener 9Z see Part IA Section 3.4.9.2 td--01 N ----+I R R Curved elements supported on both edges fi 10 21 1.4 22.1 0.799 , 141 p 82. V 3190 /( ' 1 a + 10,0 390 3190 Rb fi i b 335 RD/t + COMPRESSION IN BEAMS, extreme fiber. roes section Single web shapes 11 21 21 23.9 0.124 La/rr, 79 87000 !(Lb/rr)a " � '� � .tr ^ E(..x .... ,. _ `�� �'�iY �.: :� . �: � 60 •.. 87006;.::1(' 000 (! Vx�+M�/ �./ \�fiYt Re Rb Round or oval tubes 12 l / 29 .174—Vi 39 3 2 70 R 81 Same as 4 167:: Sectiors 3 4. 1 t —11--- Solid rectangular and round sections _' d ® 13 28 14 40.5 0.927 IN 29 a 11400 or d I � ,"��a ? 3 .,. ��'�,, #. '� 4$ R i14QQ �(d �_ ❑ Tubular shapes "� ;i; 11]. Lu1 14 21 123 1680 23600 ° 23 9 0238 ua� ii C fix•. .� ... , f r 1j t E `7 ui..;a .6tEi o s Q, tJ 082 F 236 ....� . t k r t u. ''Z��'_. .S. , _.. .. ,.n� .. .. COMPRESSION IN BEAM ELEMENTS, (element in uniform compression), gross section b-11-4 rb Flat elements supported on one edge 1 [ 15 21 6.5 27.3 0.930 bit 10 182 /(bit) vt'YM f , c q l -,4., + , •p .:. /gyp .. , -b-1 _pi_ - Flat elements supported On both edges ❑ j- 16 21 21 27.3 - 0.292 b/t 33 580 /(b!t) , a �t' K., G r i Q 4..- '(if$ bit 56 346 /(b/t) Curved elements supported on both edges pp 181 25 2.1 26.2 0.944 Rb/t 141 } 3780 /� Rb )(1 + `a 1 ; �� " "� es, )�4 .,,�. t , 390 l 3781,+ �^ ff, u. r.. • 3. �.�3.��, r s.,t� 3 , , b Flat elements supported on E 14.--ol one edge and with stiffener on other edge 18.2 see Part IA Section 3.4.16.2 both b, b0 16.3 see Part IA Section 3.4.16.3 Flat elements supported on I• --N N- edges and with an Intermediate stiffener m I ' COMPRESSION IN BEAM ELEMENTS, (element in bending in own plane), gross section Flat elements supported _ Jj pported on tension edge, _ compression edge free —I IF-1f b 17 28 9.1 40.5 1.41 bit 19 4930 /0/02 3 Alti ,/ QQr{�� •��'` f(?�+��— Fiat elements supported on both edges I 1 1. I 18 28 48 40.5 0.270 hit 75 1520 /(h/t) �{ �� 12•. b...� 3��j�se�::� c �^��.. i�t � , ; 119 3 85u2. � T IC t Flat elements supported on both edges r T�d, and with a longitudinal stiffener L h - 19 28 110 40.5 0117 hit 173 3500 !(h/t) ,ieS {roa iit <L t3.«,. fir' *.3j�.iFE�ltug y 5 � .Y ",t d,:• ,, .,.' qtr ,.,x_., ,f..<.. ,, i. SHEAR IN ELEMENTS, gross section Unstiffened fiat elements supported on both edges 9� T j ] S T 1h 12 36 15.8 0101 h/t 64 38700 /(17/02 ` " t �� c �„ i.:..:<ia ,��`pQ ,,i�• ! . nn ` i.,,3 Xt'..( S .:4..!! .x. :.', � ... 120 38 ran 17/1 87.(i0 trliy +t ..;. Stiffened flat elements supported T�� e' on both edges g 1_LL.ILI- r`'itU t 21 12 12 66 53200 /(aa/0a v' f��.�.+, � 3;;!�•�p .�:.:$�eQ�± ' "' .129. ;..�� � 850 \Vest 68th Street Hialeah, Florida. 33014 -5235 Tel. 305 -828 -7876 JOB: le /,,ice /01 7 SHEET NO. OF CALCULATIONS BY: �? _ DATE: 3.7'/ t.' SCALE: COPY BIG}ITS AND OWN P. ERSHI '� TILE C4LCLJMTIONS AND /OR DETAILS CONTAINED ON THIS PAGE ARE THE PROPERTY OP: AU REDO ARTP.ACA J . P.R. ALFRE D ,� D ,/� 11E REPRODGCIION, COPYING OR CR, WITI(OUT WRITTEN AUrilOR17ATION BY nut P.NGINEER/ OWNER, IS ALFRE • O AR ✓ A JR. PE. i 1RICTLY I+ROHI any D AND MAY RE PUNISHABLE BY IAW. FLA. REG. NO. 33r770 850 West 68th Street Hialeah, Florida. 33014 -5235 Tel. 305- 828 -7876 JOB: /01//4101 /e SHEET NO. Z.- OF CALCULATIONS BY: DATE: 3.7. fl SCALE: ��� COPY RIG 41T1 AND OWNERSHIP. T}IE GU.(_U)AflONS AND /OR DETAILS CONTAINED ()N THIS PAGE ARE THE PROPERTY on ALFREDO ARTEAGA JR. P.P.. 111E REPRoDCCLION, COPYING OR USE, WITHOUT WRITTEN ALTHORIZATION RY't1IR ENGINEER/ OWNER, IS ALFREDO AR - eA J R. P.E. 5TI1I .TLY PROHIBITED AND MAY BE PUNISHABLE BY LAW. FLA. REG. NO. Alfredo Arteaga Jr Alfredo Arteaga Jr and Associates Dimensions_ Width 6 in Height Sin Perimeter. 47 in Geometric Propertles ly 16 9 nA4 Ix 16.9 in "4_ ry 2.40 in nt 2.40 in A 2.94 Sy Right 5.841e3 Sy Left ': 5.64 in"3 Sx Bottom 5.64 in "3 Sx Top 5.64 ip"3 Centroid Y 0.88 in Centroid X 0.28 in Plastic Properties_ Zy 6.47 inn Zx 6.47 in "3 PNA-Y 0.88 in PNA-X 0.28 in Polar Properties Ip 33.8 in"4 3 in 3 in 3.00 in 3 in CG 6 in 6 x 6 x 1/8" aluminum tube 6 in —0.13 in 3.39 in Principal Properties, 12 18.9 in"4 11 18.91n"4 Ixy 9.83993e -015 in "4 Theta 0 deg IES ShapeBuilder 4.0 www.iesweb.com 03/07/12 10:22 AM Alfredo Arteaga Jr Alfredo Arteaga Jr and Associates dte Dimensions Width 2.00 In. Height 1 in Perimeter 10.00In Geometric Properties ly 0.27 in"4 Ix 0.03 in"4 ry D87 in rx 0.31 in 0.35 tn"Z Sy Right Sy Left Sx Bottom Sx Top CenlmldY -2.76 in Cnrttroid X -0.94 in Plastic Properties ._ Zy 0.30 inn Zx 0.10 in"3 PNA-Y -2.68 in PNA-X -0.89 in Polar Properties ip 0.30 in"4 0.27 in"3 0.27 tn"3 0.08 iM3 0.09 tn"3 1 in CG 2.00 in 2 x 1 x 1/8" PUNCHED CHANNEL 1 in 0.13 in rp 0.93 in Principal Properties 12 _ 0.03 in"4 11 0.27 in% Ixy Din "4 Theta _; 90.0 deg IES ShapeBuilder 4.0 www.iesweb.com 03/07/12 10:37 AM