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FW-03-22-692Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 102 NW 109TH ST, Miami Shores, FL 33168 1121360100170 -ontacts PAULA VITALE Owner MR BAEZ METAL CORP Contractor 102 NW 109TH ST, Miami Shores, FL 33168 ARSENIO BAEZ Home: 7866919252 silvitalell@hotmail.com 690 NW 32 ST, MIAMI, FL 33127 Business: 3058128031 Description: INSTALLING NEW HORIZONTAL FENCE AND Valuation: $ 12,000.00 Inspection Requests PRIVACY "DURA FENCE" 305 762 4945 Total Sq Feet: 0.00 s Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $2.40 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($60) $60.00 Technology Fee $3.75 Wire and Wood Fence Fee $100.00 Total: $271.60 Payments Date Paid Amt Paid Total Fees $271.60 Credit Card 03/18/2022 $50.00 Credit Card 04/11/2022 $221.60 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. �Ilf �/2-Z / Applicant / Contractor / Agent April 11, 2022 �11 n�n ��/D� Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION nBUILDING ❑ ELECTRIC ❑ ROOFING Is *o1111] Master Permit No. FV✓-0 3._ Z Z - &a 2- Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP %� CONTRACTOR DRAWINGS JOB ADDRESS: I 0 7 VW to "/%� L / City: Miami Shores County: Miami Dade Zip 3 Folio/Parcel#: ) ` 7135-- NO - 0 17 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): i( V_/ Phone#:_g1)��'"'� Address:./U 2Aztej j )& `�q�� r�, Q � �� City: �� / 120% / �S'/�t/e_S State: 'ice [_ Zip: 1-33 45S Tenant/Lessee Name: Phon Email: /� �jr %� AMla �{ /� CONTRACTOR: Company Nampe: J VI! . t3 ? / (olc/i Phone#: ��fr�1 3 �3 -S j3,6 Address: % �� !y � n 01 S7 City: U "ll Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: ez State: L Zip: \.5 31 Z Phone#: �) 353 '5,33 3cJ Certificate of Competency #: Address: City: State: Zip: Value of Work for this Permit: $ 2 j, D G Square/Linear Footage of Work: /_ 50 • e�'rr Type of Work: ❑ Addition ❑ Alteration New ElRepair/Replace ❑ Demolition Description of Work: 11? 6 k11 /nG% W r'/(l AM17 22'0(/ 70,54 1�C a t ld �j' V� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ J(� �- Property Search Application - Miami -Dade County Page 1 of 8 Address SEARCH: 102 nw 109 Owner Name Folio Suite q Back to Search Results PROPERTY INFORMATION Folio: 11-2136-010-0170 Sub -Division: DUNNINGS MIAMI SHORES EXT 6 Property Address 102 NW 109 ST Owner PAULA VIVIANA VITALE Mailing Address 102 NW 109 ST MIAMI SHORES, FL 33168 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,948 Sq.Ft Living Area 1,928 Sq.Ft https://www.miamidade.gov/Apps/PA/propertysearch/ 3/18/2022 'i --g cis us-Qip,® u 0 a m(8 0 6�xZ , c'I��Da 822 M C2181 HOM v z m C 0mC m LOT-2 BLOCK-213 ai Sg vQ�orn�n�a �"YSNfr (p 4S F. p C 0 0 �'N y 0 C.^'� -' ak A 0 y N a p V C sic iIt yl 6 o g cci v 9; F U tA I P' Jq « 1 �Z I� to Ica c ir COP � $ # $ 9 �§ 7§ ,; ■� i 4 FLORIDA ' ALUMINUM sYST>EMSL«. FAST METAL PANELS SAL NOM 1. ALL •WWORK SHALL CONFORM TO FLORIDA BUILDING CODE 2020. 2IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT M THE ATTENTION OF THE ENGINEER. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT, DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 7. ENGINEER'S VISITS TO THE SITE AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. B, THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS` SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMIUAR12ING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES M THE ENGINEER PRIOR TO STARTING WORK. 12 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS, 11 CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. 14 DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST, 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. 16. EASTERN ENGINEERING GROUP SHALL NOT BE LEGALLY RESPONSIBLE FOR THE STRUCTURAL DESIGN OF ANY COMPONENT AND/OR PRODUCT USED IN OUR PROJECTS WHICH HAS BEEN PREVIOUSLY GRANTED A PATENT OR COPYRIGHT. THE CONFIRMATION OF INTELLECTUAL PROPERTY OWNERSHIP IS BEYOND OUR SCOPE AS STRUCTURAL ENGINEERS AND SHALL BE THE SOLE RESPONSIBILITY OF OUR CLIENT. DESIGN LOADS FENCE WIND LOAD AS PER ASCE 7-16 KD=0.85 WIND VELOCITY AS PER ASCE 7-16 MIAMI-DADE CATEGORY 2 ------ 115 mph (AS PER FBC 2020 SECTION 1616.2.1) CALCULATIONS 1. STRUCTURAL STEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND AISC SPECIFICATIONS NINTH EDITION. 2. STRUCTURAL STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: TYPE ASTM GRADE Fy STEEL SHEETS A36 ----- 36 KSI STRUCTURAL TUBING A500 B 46 KSI 3. ALL STEEL SHALL BE HOT -DEEP GALVANIZED. 4. PAINT STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI -RESISTANCE COATINGS, SUCH AS HEAVY -BODIED BITUMINOUS PAINT OR WATHER-WHITE MOTHACRYLATE LACQUER. NEXT POST FENCE TO NEXT POST FENCE TO BE AT NO MORE 1HAN 4' 3'-0'/4'-0" MAX BE AT NO MORE THAN 4' 20 xt 6 GA. GALVANIZED STEEL " _ FRAME GATE (TYP) �N I j F!-:1 GALVANIZED STEEL POST :LF II II II I II II i 2-1 /2"x2-1 /2"0 6GA T I N 26 GA. (MIN.) I II II II LOCK - GALVANIZED HARDWARE METAL SHEET DURA FENCE C 1 GO _l�-' -II_ - M I _ 2x1 x16 GA. GALVANIZED STEEL FRAME GATE (TYP) I " I HINGES TO I w I RESIST 180 LBS II II II II II 2x1 x16 GA. GALVANIZED STEEL N FRAME GATE (TYP) �- - O SOIL SHALL BE VERIFIED TO " GATE CONNECTIONS: BE CONSISTENT WITH THE - PICKETS TO BE MENTIONED CHARACTERISTICS. A CONNECTED TO TOP FLORIDA LICENSED ENGINEER AND BOTTOM RAILS SHALL VISUALLY INSPECT AND WITH (4 PER PICKET PROVIDE A CERTIFIED LETTER (MIN), 2 TOP & 2 ATTESTING SO. BOTTOM) 10-16 KWIK FLEX SCREW' TIP. SPICU GALS SM. VW by HILTI OR APPROVED EQUAL. SCALE: 3/4"-1'-O" 3'-0" /4'-O" MAX ­oor� GALVANIZED STEEL POST 2-1/2"x2-1/2"x16GA I r2 RaecuoOf. _ _�__.Y.1 wi 75 mpnr . ulation: General Data rt_ � Too and Bottom Design 115.00 Fence Span(ft): 4 ......_.__.._ _ Gate Span(ft : 1 ^5 4 (Gate Span = Gate Leaf, not opening) 2x1x0.06 et galvanized C Hpost ft 8 Post Deslan r ___. _ _�._..._.. A-500 v O.tTb ............... FY IpaiL 46000 Steel galvanized A-500 -' ........ Mmax. (Ib In) 1168 1.30 A-500 Fb (psl) _ .. _ 27545 Section MMl d MOL M.. (Ib-In) 411nA3) Po (psi) Sx (103) t ._..... ..... .. 0.124 W .OaiS Fv si 1N1400 2.5x2,5x16Ga ._ 14012 2880 14305 0.50 24683.7 Po (paid - � M'matc/Sx 6.00 FY.1p�1..._ 3800D . .._........._.._ .......Po(p°i)._._._....__....8403.23.. 0.85 A-36 Fb (pai) 21600 flT (psq<Fb OK - Po (pal�Fb OK 18.2 Fv (psi) 14400 ,nnection Design. FoungagorLDa�n (nopconstralned IBC 2020 1807- 7.33.2.1) 12020 1808.21_..__....._..- Actual Pullout 32 P 583.83 Leteral soil bearing _..._._......_.._.... _. ......._ ...... _._ ___....._....w__.___. _.... _. , .. _._........_. Allowable Pullou 200 Using 10.16 HIIti Kwik A 2.16 Footing Diameter (it) 1.68933 .OKFIexScrew __......_._.d��P�hl._..__.__ 3.95 _._..._�..__....._.___�_.-For poles18063 2 S=0.124 IN' Mmax=16.2'6*.5*4*4/8 =1 166 #-In M Aw=Mn/0 , Mn=Fy*S , 0 =1.67 M Aw=2 673 #-In Mmax < M Aso L 2- L RAILS (16 GA) M N APPLICABLE EXCLUSIVE ONLY FOR SEDIMENTARY AND FOLIATED ROCK SOILS 012"x2'-9" DEEP - ALL GATE FRAMES TO BE CONNECTED BY ALL AROUND FILLET WELD. 3 KSI CONC. FOOTING 012"x4'-O" DEEP OR 019"x3'-0" DEEP OR 0242'4" DEEP (TYP) I S=0.47 IN' r�p /����rr��.� �����TT Z=0,58 IN' Jl • EMGM GAM M PJ.�"fl\. VW Mmax=16,2+4*6*6/2 SCALE: 3/4"=1'-O" =13 997 IIII-In M Asn=Mn/0 , S=0.0938 IN' Zx=0.0089 in' Mn-Fy'Z , 0 =1.67 Mmax-16.246*.5*4.4 8 Mmax=16.2*6.375 12 00.125.3.25.3.25.12 IM As0 / ) 01166 #-in Mmox=136.36 I -In MmaX < M AAsa SD < M Asn=FbxSx, 19KSIxO.0938 In3 M A�Mn/0 , M AsDm 8 =1.6717 22 In Mn=F Z 0 � � � Mmax < M ASO M AsD=148.74 #-in Mmax < M APOSTS (16 GA) so 0 n 6 -' A TFRNAl1VE� (ALUMINUM) PICKETS (26 GA) Miami Shores ' I c1�1B ilding DeMraltat( Zoning Dept. 1✓ Dat Building Dept. Dat Subject to compliance with all Fe and County rules and regulations. Permit# t= W - 03 -- ZZ - &Q Z h_ 4 aced I i'JiGlnlig 1 c ZEN C. J U * o I o c Eastern J Tat L1J(TJ ,nrc�ySttSt �i^ nt - oosC.+am -yr Engineering Grwb FLORIDA ALUMINUM SYSTEMS I LC u 1621 W 32nd PL Hideah FL 33012 &- 305--456-0053 Pry ©"pa w TYPE Of MISO. la1GP ohcs PROJECT: PROJECT WWII, FL - - LOCATION. - -_ CLIENT: I n.atOA AILYNUM SYSTEMS LLA DATE: 3/1/21 NO. DESCRIPTION OATE7 APPD PM: OWaALO A. PAL DRAWN BY; AC. DESIGNED BY : O.P. CHECKED BY : O.P JOB NO.; 20-0372 V05 SCALE: As S Ww1 . COPYMri1T REffnLEO: THE CONTRACTOR SHALL VERIFY ANO"9R•F�FSPCtiF1��'E TyOR, �Lp' .r OWENSONS. 00 NOT SCALE THE DRAWNO. ANY ERRC jq pRJ:. IS*111., REPORTED TO EASTERN ENONEERING GROUP-NITHOOTpDESCNSAND DRAVANGS ARE THE PROPERTYOF EAREPRODUCTION OR USE FOR ANY PURPOSE DINER THA s v,ENOINEERINC GROUP IS PROHIBITED Jk vo „• t _ I�•(,p-�M�' c J' y 3/1/20211 y ❑GO,11Qr111a CERTIFI.CATE?,;OFAUTORIZATION No. 26655 SD-2 CTQB Construction Trades Oualifying Board BUSINESS CERTIFICATE OF COMPETENCY 13BS00275 MR BAEZ METAL CORP D.B.A.: AEZ ARSENIO Is certified under the provisions of Chapter 10 of Miami -Dade County