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RC-15-70
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247323 Permit Number: RC-1-15-70 Scheduled Inspection Date: November 06, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: STEAD, MARC GREGORY Work Classification: Alteration Job Address:93 NW 93 Street Miami Shores, FL 33150-2232 Phone Number Parcel Number 1131010340240 Project: <NONE> Contractor: HOME OWNER Building Department Comments KITCHEN REMODEL + FAMILY ROOM UPDATE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. November 05,2015 For Inspections please call: (305)762-4949 Page 25 of 26 i UNION SIM IIESIGK lit NC�C11>N'0—ly�Nl'10!— 1032 SW.7r.Avenue,Mount FL 33186 PH[3051266-3986 STATEMENT OF INSPECTION April 27,2015 City of Miami Shores Dept.of Building and Zoning Ref.: Interior remodeling to existing one story residence Address: 93 NW.93`d. Street City of Miami Shores,FL.33150 Owner: Mr.Marc G.Stead Permit No.: RC-15-70 To whom it may concern: This is only to inform that,after visual inspection at the job site,I hereby attest that to the best of my knowledge,belief and professional judgment,that regarding the existing(2)2"x6"wood continuous locate at top of existing opening between kitchen and breakfast area,its only purpose is to sustain future ceiling composed of %"G.W.B.and it is proper attached to existing roof structure. Sincerely, Oscar S.Benite Arch. AR91512 a 3 gOE,�• ' Miami Shores Village 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 Phone: (305)795-2204 '0,� ;X Expiration: 09/08/2015 Project Address Parcel Number Applicant 93 NW 93 Street 1131010340240 MARC GREGORY STEAD Miami Shores, FL 33150-2232 Block: Lot: Owner Information Address Phone Cell MARC GREGORY STEAD 93 NW 93 Street MIAMI SHORES FL 33150- 93 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 18,000.00 HOME OWNER Total Sq Feet: 300 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Fill Cells Columns Date Denied: Final PE Certification Type of Construction:KITCHEN REMODEL+FAMILY ROC Occupancy: Window Door Attachment Stories: Exterior: Framing Front Setback: Rear Setback: Insulation Left Setback: Right Setback: Drywall Screw Bedrooms: Bathrooms: Window and Door Buck Plans Submitted: Certificate Status: Review Planning Certificate Date: Additional Info: Review Structural Review Structural Bond Return: Classification:Residential Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Electrical Review Electrical CCF $10.80 Invoice# RC-1-15-54130 Review Building DBPR Fee "'to DCA Fee $8.10 03/12/2015 Credit Card $784.00 $50.00 Review Building Education Surcharge $3.60 01/13/2015 Credit Card $50.00 $0.00 Review Building Permit Fee $540.00 Review Mechanical Plan Review Fee(Engineer) $40.00 Review Mechanical Plan Review Fee(Engineer) $120.00 Review Plumbing Plan Review Fee(Engineer) $80.00 Review Plumbing Scanning Fee $9.00 Review Plumbing Technology Fee $14.40 Total: $834.00 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 zonin Futhermore,I authorize the above-named contractor to do the work stated. �i March 12, 2015 Autho ized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 12,2015 1 IL AMERICAN SONTR DESION,INC. architecture—eagiNeerlev—alaeaino 1032 SW.791".AVENUE NMI,FL 33144 PN[305)2664986 Uc.Ne.AA 26000741 F CORRECTIONS TO PLANS AS PER BUILDING DEPARTMENT PLANS EXAMINERS REMARKS DATED February 20,2015 REVISION 2—FEBRUARY 28",2015 Interior remodeling to existing residence at 93 NW 93".STREET, Miami Shores,FL 33150 Plans Process No.RC4-15-70 2N1.REVIEW 02-20-2015 1- Classification corrected,see sheet A-1,REVISION 2 2- Misting wood floor to remain,finish floor to be refurbished onhl. New floor to be of wood finish to match existing. See sheets A-2&new sheet S-1,REVISION 2 3- New structural sheet S-1 provided. MiamiSlores 'lVillage , Building Department _ 10050 N.E.2nd Avenue �----. Miami Shores,Florida 33138"" Tel:(305)7952204 tt Fax: (305)756,8072 FEBRUARY 20, 2015 Permit No: RC-1-1 -7t? MI 0-1091GOM WIN 1 sT REVIEW 1122115 1. provide a code legend,Codi'. In effect, lev f alteration, construction type, use and occupancy. 2. Provide decal and ications the existing wood joist floor system. 84409.6.' .3 Fl r ja i supp cep rete or grout for the floors shall have a maximum spacing of 12 inches{3C 3, Is the new wall between the utility r and the breakfast racln supporting the wood ceiling joist?If-to provide details Arad s if�ca ns of the connections. 4-Provide-wd"king detail f6r the walls su cabinets: 5. Structurat ��val-ret�trn�d; _ :. 2'REVIEW-02-20-15 Pending the following items. 1. Single family home should be classified4S'an 114 2. According to Section X489.6.8.3 Floor joist supporting concrete or grout ceramic tiles should be space a maximum of 12" on center.According to the information you have provided on the plans the existing-wood jc joist are space at 16" on center, Provide engineering calculation with details and specification confirming that the existing wood floor joist system will support the new loads or provide additional wood floor joist to comply with the requirements of the code, 3. Structural plan not provided. Plan review is not OOmplate,when all 40IMS above are 000*01ed,we wi r do a oompWte fan review. N any theeft are vo t*M WiW,neer revised ahem and pace behind the most current page, I Y AMEBICAtI S®/1M SIGN,INO. architecture—engineering—planning 1032 SW.79'"AVENGE,=It FL 33144 'N 13051266-3966 UL No.M 26000741 REVISION TO PLANS AS PER BUILDING DEPARTMENT PLANS EXAMINERS REMARKS MIAMI SNORES VILLAGE Interior remodeling to existing one story residence at 93 NK 930.Street, Miami Shores,FL 33150 Penult Na 80-15-70 REVISION#1 FEBRUARY 02,2015 Structural Section—Mr.Mohdl Asrof As per Critical Sheet dated 01-17-2015 1- Now sheet S-1 provided showing floor plan and structural sections, details and general notes. 2- Dimensions provided at new sheet S-1 3- All necessary typical connection and construction details provided at now sheet S-1. Building Section—Mr.Ismael Naranjo As per Critical Sheet dated 01-26-2015 1- See sheet A-1 2- Existing floor consist In plywood deck over 2110"wood joists @ 16"o/c in some cases,and 4"concrete slab in others. Sheets A-2 and S-1 shows"WI"where existing wood joists floor is New partial extension of wood floor shows new wood joists @ 12"o/c as required by B4409.6.8.3(FBC 2010). 3- Ali new partitions are non-bearing. 4- Backing detail showed at sheet A-2,"Typical Cabinet Section" 5- OK Plumbing Section—Mr.Osvaldo Diaz As per Critical Sheet dated 01-26-2015 1- See new sheet MP-2 2- See now sheet MP-2 3- See sheet MP-1 4- See sheet MP-1 (only one plumbing fixture to be replaced—kitchen faucets) Andrew Izaguirre,Arch.Project Manager Office 305-266-3986 Cell 305-610-3273 RMiamVillage i hores ��INC I,93vf[� Building Department ►,„� 10050 N.E.2nd Avenue Miami Shores. Florida 33138 Tel: (305)795.2204 0R1D�` Fax: (305)756.8972 January 26, 2015 Permit No: RC-15-70 PLUMBING — OSVALDO DIAZ 1. FBC 107.1 Provide onsite treatment and sewage disposal system, show location of tank and drain field. 2. FBC 107.1 Provide existing floor plan for residence. 3. FBCR P2801.1 Provide type, size and location of water heater. 4. FBCR P2903.2 Maximum flow and water consumption. As per Miami-Dade Ord. Sec. 8-31 plumbing fixtures shall meet the local water flow restrictions adopted by Miami-Dade County Water and Sewer (water closet 1.28gpm, lavatory 1.5gpm, shower heads 1.5 m and kitchen faucets aucets i.5gpm). 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. S�C Gf Miami shores Village X Building Department • s n� � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �t01{�pA Fax, (305) 756.8972 January 26, 2015 Permit No: RC-15-70 Building Critique 1. Provide a code legend; Code in effect, level of alteration, construction type, use and occupancy. 2. Provide detail and specifications for the existing wood joist floor system. 84409.6.8.3 Floor joists supporting concrete or grout for the floors shall have a maximum spacing of 12 inches (305mm). 3. Is the new wall between the utility room and the breakfast room supporting the wood ceiling joist? If so provide details and specifications of the connections. 4. Provide wood backing detail for the walls supporting cabinets. 5. Structural approval required. Ismael Naranjo Building Official 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. "oR Miami shores Village Building � Department p rtment ..,, 10050 N.E.2nd Avenue Miami Shores,Florida 33138o,,a Tel,(305)795.2204Ir�ORi1 Fax:(305)756.8972 Permit No; Page 1 of 1 Structural Critique Sheet STOPPED REVIEW 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. Mehdi Asraf RECEIVED ;JAN 1 2015 MIAMRWDBY: i I1- E C v � Pl UCT T SE N !B 116 1,t,Re� 08 DEPARTh1ENT OF RECITLATORY AND ECONOMIC RESOURCES(RER) a ,Flo 115-124 BOARD AND CODE ADAIINISTRATION DIVISION T(78 ,2 NOTICE OF ACCEPTANCE OAS Nu-Vue Industries,!rte, 1055 East 291"Street Hialeah,FL 33013 ScoPE: This NOA is being issued under the .applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RC-R- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority )laving Jurisdiction(AIIJ). ".this NOA shall not be valid after the expiration(late stated below.Tlta Mianri-Dade County Pro(luct Control Section(In Miami Dade County)and/or the AID (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, tho manufacture"will incur the expense of such testing and lire AIIJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. Rr.,R reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to sheet the requirements of tic applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the)High Velocity hurricane?one. DESCRIPTION:Series All,NVSTA,NVIITA,NVTIIJ,ICE,NVTI'and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets I through A of 4,dated 02/1812008,with last revision dated 01/2512012,prepared by Nu-Vue Industries,lire.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-lade County Product Control renewal stamp with tilt Notice of Acceptance number and expiration(late by rite Mianti-Dade County Product Control Section. MISSME IMPACT RATING:None LABFI-INGt Mach Unit shall bear a permanent labot with the manufa€turet's name or logo,city,state, model/series,and following statement: "Miami-.Dade County:Product Control Approved",unless otherwise rioted herein. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change In the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA Will occur after lite expiration date or if trona has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISX.MENT- The NOA number preceded by the Nvords Miami-bade County,Florida,and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be(lone In its entirety. INSPECTION.-A copy of this entire/VOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofthe Building Official. This NOA renews NOA 012-0130.32 and consists of this page 1 and evidence page Lt-1,as well as approval document mentioned above. The submitted documentation was reviewed by Curlos M.Utrera,P.X. NOA No.13-0206.17 rrAtlt a JNr Expiration Date: May 22,2018 Approval Date: May 2,2013 1-7-(7 � f7 Page 1 Nu-Vue Industries,file, 3 1'�0'I TCI: �'AC � � , U C>:P I'ANCP, llVII)LNCE SUBMIT Tr U A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/2512012,prepared by Nu-Vue Industries,Inc.,sighed and sealed by Vipin N.Total,P.R. B. TESTS "Sithinitred under NOA 8 08-0325.02" *fest reports on wood connectors per ASTM D1761-88 by Product Testing,Inc,,signed and sealed by C.R.Candel,P.R. Report No. Wood Connector_ Load Direction Date 1. 05-5195A AB-5 1+1 and Z'2 00103105 2. 05-5196A AI3-7 V1 and F2 06//1105 3. 04-4995 N VTHJ 26 Upward 01/31105 4. 04-4996 NVTIIJ-28 Upward 01131/05 5. 05-5612 IKE-1 Upward,Lt and L2 03120/06 6. 06-5622 M-2 Upward,L1. and L2 05101106 7. 04-4908 NVTT Upward and Ll 07121104 8. 03-4611 NVrr Upward and Ll 06121104 9. 08-6711 NWIC-37 Upward,Ll and L2 03/14108 C. CALCULATIONS "Subrttlttett under NOA 1108-0325.02" 1. Shc€tr value ofcomnion wire trails and steel plate tensile calculations,prepared by Vipin N.Tolat,P.B.,Consulting Engineer,dated 03120/2008,signed and settled by Vipin N.Tolat,P.H. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Beonomie Kotvorccs(RPR) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01131/2013,signed and sealed by Vipin N.'holat,1'.H. "Su6urltt'ett trr(ler NOA#08-0325.02" 2. Code conformances letters.for all of the tests listed on Section B,issued by Product Testing, Inc,,sighed and sealed by C.R.Caudel,P.H. Carlos M.[!trent,P.E. Product Control Examiner NOA No.13-0206.17 Expirattan 1)Ate: May 22,2018 E-1 Approval Date: May 2,2013 IS Gauge Angle Clips. 1 GENERAL N017S: I.Steel shall confomn to ASTM A653,strtx*vw grade 33 Odin.yield 33 Iasi}and a minimum galvanized coating of 0 60 per ASTM A525. W1 ail t P1 f 2.Allowable toads are based on National Desing specritieatiom(NDS)£or wood carstruction` 2005 Edition. cs+"•t Ft c-2.ola ` E� 3.Design leads are for Southern Pine species with a specific gravity of 0.55.Allowable loads for • • other species shall be adjusted accordingly, L L � 4.Common wire nail values are based on NDS table I SP,0a0,55 mad have been reduoed for • Penetration Depth factor Pf10D. • e !2 5.Allowable loads for wind uplift have already been increased by a duration factor of 6046 for anchor dais. Load values shower are withovt 339E sted clear increase. 6.Allowable loads for more than a single connection Cannot be added together.A design load AB-7 A$-53CAI j=ygtgligtj which is divided into components in the direction gives must be evaluated as follows: Actual Uplift _ LZ Allowable Upili+�LI +AltAAcc oowab a k 0 r- 7.Allowable loads are based on IK"thick wood members unless otherwise rated. 8.All tie beams and grouted concrete masonry shall comply%%ith clugrter 21 ofFBC.Concrete for tie beams and grout and mortar for concrec masonry shalt be a minim n o£2500 psi.Concrete Product Dimensions Fastener Schedule Mowoble Loads(lbs) masonry shall amply with ASTM C90. Code Wl W2 L Pleader Joist Fl F2 9.All tests have been conducted in accexdanoe wish ASTM D-1761. ABS 2X65 3-10dx%" 3-IDdxlK" 511 595 AB7 IY2 2%4 7 4-10dxIY22.- 4-10dxrl}," 582 794 WAWkV cc* 2 set. ra a+idiecTln+iEs Ns t `1 Notes: Nail uvidcr angle leg to Joist and Shorter log to Header. Z r•s VIPlN k. Toy AT, PE {CIVIL} FL REG. d".12847 Nu-Vue � • 15123 LANTERN CfM. LAN 1053-1059 Past 29Strsmt HOUSTON, TX 77068 Hmtmh.FlwA 33013 (30S)694-0397 Fmc(305)694-0398 1A TRUSS AND TOP PLATE ANCHORS t3 WG M: c: Rovffi�ane: 4 NU-1 1 of4 FZb ,�n, 25, 2atz 4 E I,lorida Building Code Online Page I of 3 RoidiCle-pi iTipno SCIS Home i Log In I User Registration i Hot Topks Submit Surcharge Stats S Facts I Publications ! FSC Staff I 8CIS Site Map I Links I Search Busines ��©�l.�J�V �� *USER: Product ppprova! F j J I tU Public User I�ILiA� prooua Atmrov�I.�tBpu>Qradurti or Aooiicatmn rr >Allat"tfon L'<,,t>AppllMtion Detail ' ff��iittOO t Application Type New Code Version 2010 Application Status ApprovedAft � Comments Archived "`I Py Product Manufacturer Nu-Vue Industries Inc. Address/Phone/Email 1055 E 29th street Hialeah,FL 33013 (305)694-0397 vtolat@sbcglobal.net Authorized Signature Maria Guardado vtolat@sbcglobal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Wood Connectors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Vipin N.Tolat the Evaluation Report Florida License PE-12847 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Jesus Gonzalez, P.E. v Validation Checklist-Hardcopy Received Certificate of Independence Ft 1G2?I R Ir4n02t pL1!' Referenced Standard and Year(of Standard) Standard Year AISI S100 2007 ASTM D1761-88 2000 NDS 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D littp://Iloridabtiilding.org/pr/p1-_app_dtl.aspx?param=wGEVXQWtDgsNc735fDbMioeamUj... 5/27/2014 Florida Building Cade Online page 2 of 3 Date Submitted 04/18/2013 Date Validated 04/22/2013 Date Pending FBG Approval 04/28/2013 Date Approved 06/11/2013 Summary of Products FL# Model,Number or Name Description 1 ABS,*",NVHC 37,Tables 16 and 18 gage angle Clips and 5 way grip clip 17 Limits of Use Installation Instructions Approved for use in HVHZ:Yes 04,df Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat, P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure.,N/A Evaluation Reports Other: EL116 94.,._RO Ai�,dftQZ04,.2ff Created by independent Third Party: Yes 16294.2 NVBH 24 and NVUH 26,Tables 2 Joist hangers and 3 Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1 ?,t%�2 Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: EL16294 RO AF «an0204rMr Created by Independent Third Party:Yes 16294.3 NVHCR,NVHCL,NVSTA,NVHTA 18 gage Hurricane clips and 14 gage single and double Tables 9,10,11 straps Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 RO II sc n0'94,ndf Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat, P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE sran02o4Vodf Created by Independent Third Party:Yes 16294.4 NVJH,NVSO Tables 12 and 13 18 Gage and 16 Gage Joist hangers Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 16294 RO II scan0204Tndi Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E. PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE 5Ldn0204 od Created by Independent Third Party:Yes 16294.5 NVRT,Table 4 14 Gage Flat and twisted rafter ties. Limits of Use Installation Instructions Approved for use in HVHZ:Yes F11 �1 L ��IdP�}2q p ¢ Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: EL16294 RO AE scan 02 A Ddf Created by Independent Third Party:Yes 16294.6 NVSNP3,NV 358,NV 4S8,Tables Skewed Nail Plate and 14 Gage double straps. 16,7,8 Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fj Lr t24_ftf�_I , r�t�2Ur},ptif Approved for use outside HVHZ:Yes Verified By:Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FLI6294 RO AE s=0 04 adf Created by Independent Third Party:Yes 16294.7 NVSTA, NVHTA Tables 20 and 21 14 Gage Single and Double Straps Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 16 94 PO II scan02O4 Odf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat, P.E.PE 12847 ,Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 ROA crann�p4 n.ty Created by Independent Third Party: Yes http://floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEV XQ WtDgsNc 73 5 fDbMioeamUj... 5/27/2014 Florida Building Code Online Page 3 of 3 16294.8 NVTA,NVTAS, NVTH,NVTHS, 14 Gage Truss anchors wood to concrete Tables 1 and 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16294 6 II scanQ204 ndf Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure-,NIA Evaluation Reports Other: Ft�4 ROA �an0 04 ncff Created by Independent Third Party:Yes 16294.9 NVTHI and IKE,Tables 18 and 19 12 Gage Truss and Hip&lack Hangers and 20 gage Stud Plate ties. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIU24 R—U scan02 4.�if Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: FL16294 RO AE 5Lan02O4 p if Created by Independent Third Party:Yes NVTP,NVTPH,#WTables 14 and 20 gage Top Plate anchors and 18 gage Hurricane Clips Limits of Use Installation Instructions Approved for use in HVHZ:Yes X762.4 RD II sQ12Q2L p�f Approved for use outside HVHZ:Yes Verified By: Vipin N.Tolat,P.E.PE 12847 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other: FL16294 RO AE cran0 Q4 pdf Created by Independent Third Party: Yes tiaC'3t NC]xt Contact Us::1240 North Monroe SIMLT RAlies ee FL-42+99 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Coovri9ht 2007-2013 State of Florida ::Privacy Statement::Acces<ibility Stateme t::aduad Statement Under Florida taw,eman addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Sedan 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.. Product Approval Accepts: EB M �atiriC'atr rittx;� http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQVADgsNc735fobMioeamUi... 5/27/2014 WIN lit. TOLAT, 11.J . '�Gcrrsrc�l�n� tntr�rrceet 15123 Lan(eru Creck Lane, fi��t ri�crrt�tt�r - �a�r�ieel<crrf Ifouston,TX.77068-3831 V Jlitulet.! 1;filiiovak TEIA 281-444-3183 Fax: 28t444-0184 Ema1I: vtolat(i)stacgloh3I,net I'at,-c 1 CNGINTr ER'S F.* kf UATl0NREPOtZT 4 NU,0413 t CATEGORY:CORk: Slrtretural Components SUB CAITCGORV: Metal Connectors IZETOIZT I 10 L 1)EAR: NuVue Industries Inc. 1005 I., 291h Street, llialeah, FL. 33013 ( tYtS'l�_rltt-4'Uetn(1al5lrleS.Ccln1 nuvuefnbellsoutlimet ( Phone:305-694-0397 j lax: 30:5-691-0398 1.0 EVALt1ATIOi\SCOPE: Compliance with 2010 Florida Building Code- Building and Residential 2.0 PRODUCT Df-',SCRIPTION: Refer to tables I through 21 ofthis report for Product name,size;,size rind number of I asteners, fastening details shown in the diagrams and the allowable leads. 3.0 S'TIZUCTURAL SPECIFICATIONS I. Steel shall conform to ASTIM A653, SS grade 33,ruin. yield 33 ksi, nein. tensile strength 45 ksi and min. galvanized coating orG 60 per A `UNI A653. 2. Allowable; loads and Iiasteaaers,arebiased on NDS 2005. 3. Design load~are for S. fine,;specific gravity 0.55. Design loads for other species shall be adjusted per NDS 2005. 4. Allowable Uplift lands have beenadjusted for load duration factor CD of 1 A Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per table_2.3.2 of NDS 2005. Design lozds(to not include 331/4 increase for steel anld co t lc rc te. 5. Corm-etc inTic beams shall be nein. of )500 psi. Concrete I'vla.sonry, Grout and mortar in concrete masonry shall be mi,l. oI`1500 psi. Concrete masonry shall complywithAS�1 i��t C'9t}. 6. Combined load of Uplift, I-I aux! L2 shrill satisfy the follovving equation. Actual Uplift + Aetlt<al 1.14 Actual L2 - ,=1.0 Allowable Uplift Allowable Ll Allowable 1.2 G Page 2 4.0 INSTALLATION Installation shall be in accordance with this report and the latest edition of Nu-Vue Industries Catalog.The infiormation in this report supercedes any conflicting information in the catalog. 5.0 EVIDENCE SUBMITTED: Fest reports submitted by I'roduet testing Inc, (PT) Atec Associates Inc(Atce) Mid PSI Inc and signad atyd sealed calculations in conformance with HIC 2010 by Vipin N.Tolat, PA*'.. Product 'Pest w rest lib Date tested Tested N VTA/N VTAS, 02-3938/PT 8/6/02 N VTA,N V'f'A S 02-1073111T 11002 NWrAiN V`!'A S 02-4074/PT I l i6/02 N VTA/N V'I`AS 02-4075/111' 11/6/02 NV I AtNV'l-AS 31.22456.0002/A1.1;C 7/6/02 N Mi l l 24 02-4096/PT 12/3/02 N V U 1126 02--1095/P'f' 1/17/03 NVRT 03-4177/P'1' 2/3/03 NVRT 03-4202/1)'1' 2/19,103 NVRT 03/4270,4271/1)`1' 31271113 t N V H I/N V ITI S O4.4698/11'1- 4/15104 NVSNP3 03-11482/PT 9,15!03 3 NV358 0314543/1)"1' 12/19/03 NV458 03-4590/ 1T 12/31/03 NVI ICUR 03-4625/117' 1/21/04 NVS'rA/NV I H'A 0,1-4641,,1642/['1' 3/17&3/22/04 NV31-124,26,28 034385,86,871PT 5/30/03 NVS0236 03-4349,57,58/PT 5113,51'19,5/20/03 NVTP4 03-4303,44/PT 4/21, 5/1/0:1 NV1'11411 03-4345.43/PT 5/2, 5/i/03 NV}-IC43,43/2 70-132-94-0038I/A"1-EC 11/27/95 AI35 05-5 195,95A/P'1' 2/15/08 A117 0 -5196,96MIT 2/15/08 N VI IC3 7 03 69 7.000 1/AT FC 11,12 7/96 IK F I 05-5612ITT 3/20/06 1KF:2 06-5612,11* 5/1106 NVTI IJ26 04-499VPT&138-96013.01/PS1 1/31105&2/7/89 NVTI 1.128 04-4996,11IT&& 138-96013.051PSI 1/31/05&-12/2189 Page 3 6.0 DESICN: I Maximum allowable loads shall not exceed the alio%vablc loads listed in this report. allowable loads are based on allowable stress design her NDS. 2. Capacity of wood members is not covered by this report. Allowable toads shal I not exceed the capacitY OfW00d Member-s. Capacity ol'wood members shall be ___ checked hy���incerfe�rchit •t nt'r�rrsrsl- 3. Wood members with which the connectors are used nit►st be nominal dimension _ lomber or approved structural composite lumber. 7.0 CODITIONS OF USE: 1. NIIVtIe lndustrie> metal structural Connectors described in this report compli with or are suitable alternative to what is specified in section 1.0 ofthis report. 2. Design loads must be less than the allowable loads shown in all the tables of this report. �. The connectors must be mamhlnctured. identified and installed in accordance with this report and the manutactureCs instructions. 4. Products covered by this report are manufactured by NuVue industries Fac it, I fialeali, Florida under a duality control program with inspections by NAIMI htc having State of Florida license tt QUA 1789. _.-Vipin N.Tolat,P.L. .�.\N�\' . .F - ••'�� Florida P.E. H 12347 G 411512013 � No.12847 vathut0413 STATE OF �' '••� 0R`°• c7 /UCCA\-C'� !Y+"�++".+guar',3+i�i�vaw�tnktMaesuza�ML.W,.rt . I Page I I TABLE 14 TOP PLATE ANCHOPS W NVTP & PjvrPH A Dimensions (in) Size Product courip Coder��.__ 2.4/4.4 HVTP4 20 .U 2.6/4.6 W'TT;� 20 5x» NVIPS ZU 7r IRM 2x4,'4x4 H VTP 411 ld A- IV stud 24/4.6 �ITP 6H�I s 5j' min 1,4 —Total number of (aStejjeri Product 10d x I h" Code Mox, Uplift Copocity (lbs) 6 ro', cot to - 12 INVTP 4.6.8 IC67 1346 leas NYIP i4141 IP ,61011 938 1207 141a Notes'. L One bait of all specified fasteners shall be used 0,1 each side of the stud to achlevc, (oblilat, values. % 2. CO-1,6 for Uplift Fj 18 Gauge WVFM-tj & NVHC 43/2 HURRICANE CLIP, PRODUCT FASTENERS DESIGN LOADS(LBS) CODE DESCRiP TION HEADER JOIST UPLIFT 2 J3 11"PWI-W'T 4jip - Mid 9-10d 687- 4D7 N'44r, 43/2 Hurricane CffP - VFdo,2 10-1od 10--tod 917 3 Lt 4L 2 "For Uplift, use two Clips, one on each side to comply with section 2321.7 of the FBC C0=1-6 for Uplift. Ll L2. 1 Y2' Y4- X" 1-2 UPLIF T UPLIFT NVHC 43/2 .54, L2/ d C 4 3 Y 2 side One, on eachde L I -—----------- Pogo i 2 MOW fi t Prai"l Oimens.oes (trtches) falterer SChedvie AlioeoNe Laaas{bs) Cade wl W2 L Header ;Oht F1 F2 AB5 Otl' 23(e" 3 3-10dxih' 3—l0dxtyr" Sit 595 ...F 1172' A4 7 4-10dxlyt' 4-10dxlh' 582 734 NaLm Nail t rider angle leg to Jo:st and Shatter leg to Healer. Vt7 k't f t a 0 d 0 L L a a f2 7;/QlCtlt (rlrt'.nilnlinr} 13 Gaunt NAIL 37 51MY Gnu cip (521 Table 17 flail Schedvls AHawable 0ai(ga Loads(lbs) f rod`ict Cade Descript;n H110d dolst Uplift li w or St+rJ D L2 MhtC 37 5Woy Clip 112-$A or 740 Soo i12—i0d CD - 1.6 for uplift, Lt & L2 Axa UPUFi i t{" UPLIFT ,t L2 2" Li e • / _ _� LI t i JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers W W W.IBARRALAN DSURVEYORS.COM 777 N.W.'72nd AVENUE 2804 DEL PRADO BLVD S :QUITE 3025 SUITE NO.202 UNIT 1 MIAMI,FLORIDA 33126 GAPE CORAL,FL.33904 PH: (305)262-0400 PH: (239)540-2660 FAX:(305)262-0401 FAX:(239)540-2664 MAP OF BOUNDARY SURVEY 93 NIN 93 STREET,MIAMI SHORE, FL 33150 B.C. F.LP. I/2" NO CAP � ' JANIE3 2015 r BY: IL �A5PHALT * F.I.P. 112" \ 9'ASPHALT RETURN _NO GAP 106.47' ry 15 ALLEY(NAP) PVMT oFt _ 30.00'1 F I.P. 1/2" 0.10'C iN J 0 CAP OVERHEAD WIFE r� \ i 890 5'W.F. `r � 0.10' 6 SFb ,OVERHEAD 6g0 ENCR. m � 9„ � N(I RE \ 9Q 0 � z o .�.`� w �� _��(.�� I �h \ N 5'W.F. t 5'W.F. n QC j �• ELEV: 12. 1' �l� �'�. 1 . �3 ;, LO47 `�a� �,_F E �" �ti 5'W.F. 13_62 �0, 31.83' 16.82' �� ONE STORY -h RES. # 93 C L206' FFE:1406 -51 31.85' 0.12'C N �6 � �d 42 STE 30.00' 11,111,a ��tit0'.�� 5'W.F... NOID. B.C. I r� BRIGY a X90 F.I.P. 112' N „ DR1VEWAY, `'. Ste, NO CAPS — N, , F I I/z CONc 5Wr\ �� 106 52 $ BRICK ( BRISK, o RETUPN` , �� PfTljP 1. 23'PWY I tLO M R=25.00' 2a T.B.M. ?p 20 A5PHALT r9 _ \ti PVMT. L=39:23. T=24.96'' SET T.B:M. 75'TOTAL RIGHT OF-WAY CH=35.33' NAI 4 Dr c NW 93rd STREET 1 d=89054'09 S IBq LEGAL DESCRIPTION: DRAWN BY., NGH P��iSiFi� R LOTS 15AND 16,BLOCK 968, OFMIAMI SHORES SECTION 6A,ACCORDING G..vk qT� y TO THEPLAT THEREOFAS RECORDED INPLATBOOK 12,PAGE 54, OF SCALE: THE PUBLIC RECORDS OF MIA MI-DA DE COUNTY,FLORIDA. 0. NO.6770 O STATE OF CERT�F�cAT�ON FIELD DATE. 07/22/2014 MARC G.STEAD PAUL FELDMAN,PA. SURVEY NO: 14-002535-2 N4L LA.� FIDELITYNATIONAL TITLEINSURANCE COMPANY PARAMOUNT RESIDENTIAL MORTGAGE CORPORA TION GROUP,INC.,ITS SHEET: 2 OF 2 L.B.#7806 SEAL SUCCESSORS AND OR ASSIGNS,AS THEIR INTEREST MA YAPPEAR JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mapper W WWA BARRALAN E)S URVEYORS.00M 777 N W. 72,nd AVENUE 1804 DEL PRADO(3LVLT SOUTH SUITE,;3025 SUITE NO,202 UNIT MIAMI, FLORIDA 33126 --APE CORM.FI_335)04 PH; (0105)262,-0400 PH! (239)540-2660 FAX:(,WS)262-0401 FAX:(239)540-2664 LhZ NW 94th St 3 rt; Za NW 93r(3 St 49. cam.. LOCATION SKETCH VIEW OF SUBJECT PROPERTY SCALE=N.T.S, 93 NW 93 STREET,MIAMI SHORE,FL 33150 ABBREVIATIONS A =ARC E r.P. =ELECTRIC TRANSFORMER PAD O.R.B. =OFFICIAL RECORDS BOOK T =TANGENT A/C =AIR CONDITIONER PAD ELEV. =ELEVAT/ON O.VH. =OVERHANG T3 =TELEPHONEBOOTH A.E =ANCHOREASEMENT ENCR. =ENCROACHMENT PVMT =PAVEMENT T.BM.=TEMPORARYBENCHMARK AR =ALUM/NUMROOF FH =F/REHYDRANT PL =PLANTER TUE TECHNOLOGY UT/L/TYEASEMENT =ALUM/NUMSHED F.LP. =FOUND/RONP/PE P.L. =PROPERTYLINE T58 =TRAFFIC SIGNAL BOX rB. =ASPHALT FIR. =FOUND/RONROD P.C.G. =PO/NTOF COMPOUND CURVATURE T S.P. =TRAFF/C SIGNAL POLE =BLOCK CORNER F.F.E =FINISHED FLOOR ELEVA T/ON P.C. =PO/NTOFCURVATURE TWP =TOWNSHIP -BUILDING F.ND. =FOUND NAIL&DISK POT. =PO/NTOF TANGENCY UTIL =UTIL17 BM =BENCHMARK FT. =FEET P.O.C. =P0/NT OF COMMENCEMENT UE =UOL/TYEASEMENT =BROWARD COUNTY RECORDS FN/A =FEDERAL NATIONAL/NSURANCEPROGRAM ROB, =POINTOFBEGINN/NG UP =UTIL/TYPOLE =BAS/SOFBEAR/NG F.N =FOUNDNAIL RR.C. =POINT OF REVERSE CUR VA TURE WM =WATER METER =CALCULATED H -HIGH OR(HEIGHT) PWY =PARKWAY W.F. =WOOD FENCE . . =CATCH SA SIN /N&EG. -INGRESS AND EGRESS EASEMENT PRM =PERMANENT REFERENCEMONUMENT W.P. =WOOD PORCH C.B.S. =CONCRETE BLOCK STRUCTURE L C.V. =IRR/GAT/ON CONTROL VALVE P.L.S =PROFESSIONAL LAND SURVEYOR WR =WOOD ROOF C.B.W. =CONCRETEBLOCK WALL IF =IRONFENCE PR =POWERPOLE W.V. =WA TER VAL VE CH. =CHORD L.B. =LICENSED BUSINESS FP.S. =POOL PUMP SLAB kI =MONUMENT[/NE CHB. =CHORD BEAR/NG LP =L/GHTPOLE P.UE =PUB[/C UTIL/TY EASEMENT CENTERLINE CHL. =CHORD LENGTH LFE =L0WESTFLOOR EL EVA T/ON (R) =RECORD DISTANCE DELTA CL =CLEAR LME =LAKEMA/NTENANCEEASEMENT R.R. =RAIL ROAD C.0. =CLEAN OUT =MINUTES RES. =RESIDENCE C.L.F. =CHA/NL/NKFENCE (M) MEASURED DISTANCE R/W =RIGHT-OF-WAV LEGEND C.M E =CANAL MAINTENANCE EASEMENT MB. =MAIL BOX RAD. =RADIUS OR RADIAL AIES CONC =CONCRETE MD.CR.=MIAMI DADE COUN7YRECORDS RGE =RANGE --- =OVERHEAD UTIU=CONCRETE BLOCKKALL C.U.P. =CONCRETE UTIL/TY POLE ME =MA/NTENANCE EA SEMEN R.O.E. =ROOF OVERHANG EASEMENT WALL WALL C.P. =CONCRETEPORCH MH =MANHOLE SEC. =SECTION -1E .Y IRON IFENC/NCE FENCE C.S. =CONCRETE SLAB NAP. NOTA PARTOF SII. =STORY —'�—B-- =RON F CW. =CONCRETE WALK NGVD =NAT/ONAL GEODETIC VERT/CAL DATUM SWK =SIDEWALK —m 00 =WOOD FENCE D.E =ORA/NAGEEASEMENT N.T S. =NOT TO SCALE SLP. =SET IRON PIPE =BUILDING SETBACK LINE DME =DRAINAGE MA/NTEAM NCE EASEMENT #OR NO. =NUMBER S =SOUTH =UTIL/TYEASEMENT DR/VE =DRIVEWAY OS =OFFSET S.P. =SCREENED PORCH —+'!--- -- =IIMI TED ACCESS R/W =DEGREES OH =OVERHEAD S.V. =SEWER VALVE =NON-VEHICULAR ACCESS RMI EB =ELECTR/CBOX O.HL. =OVERHEAD U77LITYL/NES =SECONDS .0.00 =EXISTING EL EVA TIONS SURVEYOR'S NOTES: LEGAL NOTES TO ACCOMPANYSKETCH OF SURVEY: 1.IFSHOWAI BEAR/NGSAREREFERRED TOANASSUMEDMERIDIAN BYSA/DPLATINTHE OESCR/PT/ONOF THEPROPERTY.IF NOT,BEAR/NGSARE THENREFERRED TO COUNTY, •THEREMA YBEEASEMENTS RECORDED/N THEPUBL/C RECORDS NOT SHOWN ON THIS SURVEY. TOWNSHIP MAPS. •EXAMINATIONS OF THEABSTRACTOF T/TLEW/LL HAVE TOBEMADE 70DETERM/NERECORDEDINSTRUMEN7 IFANY, 2THE CLOSURE/NTHEBOUNDARYSURVEY/SABOVE1.'7500FT. AFFECT/NG THE PROPERTY 3.CER TIFICA TE OFAUTHOR/ZA TION LB#7806. • THIS SURVEYS SUBJECT TO OED/CAT/ONS,L/MLTATLON$RESTRICTIONS,RESER VATLONS OR EASEMENTS OF RECORD. 4.NORTHARROW3/S BASED ON PLAT NORTH •LEGAL DESCRIPTIONS PROVIDED BY CL/ENT ORATTEST/NG TITLECOMPANY 5 ALL ELEVATIONS SHOWNARE REFERRED TO NATIONAL GEODE71C VERTICAL DATUM OF .BOUNDARYSURVEYME4NSA DRAW/NGAND/ORA GRAPHICREPRESENTAT/ONOF THESURVEY WORK PERFORMED IN THE 1929 M/AM/DADECOUNTYBENCHMARK#N-568.LOCA TOR N0,3100 SW,ELEVAT/ON/S FIELD,COULD BE DRAWNATA SHOWN SCALEAND/OR NOT TO SCALE,'THE WALLS OR FENCES MAYBE EXAGGERATED FOR CLAR/TYPURPOSES. 9.65 FEET OF N.G.V.D.OF 1929. •EASEMENTS AS SHOWN ARE PER PLAT BOOK,UNLESS DEPICTED OTHERWISE SURVEYOR SCERT/F/CAT/ON.° •THE TERM ENCROACHMEIV7 MEANS V/SIBLEANDABOVE GROUND ENCROACHMENTS. •ARCHITECTS SHALL VER/FYZON/NGREGULATIONS,RESTRICT/ONS,SETBACKSAND WILL BERESPOIVS18LEFORSURMITTING !HEREBY CERTIFY:THIS'BOUNDARYSURVEY'OF THEPROPERTYDESCRIBED HEREON, PL OTPLANS WITH CORRECTINFORMA TION FOR APPROVAL FORAUTHORIZA TION'TO THEPROPER AUTHORITIES INNEW HAS RECENTL YBEENSURVEYEDANODRAIIN UNDERMVSUPERV/SION AND COMPLIES CONSTRUCT/ON W/TH THE MIN/MUM TECHNICAL STANDARDSAS SET FORTHBY 77IEFLOR/DA BOARD OF •UNLESS OTHERW/SENOTED,TH/SF/RMHASNOTATTEMPTED TOLOCATEFOOTLNGAND70RFOUNDATIONS. PROFESSIONAL LAND SURVEYORS IN CHAPTER 5,147,FLORIDA ADMINISTRATIVE CODE •FENCE OWNERSH/P NOT DETERMINED. •7H/S PLAN OF SURVEY,HAS SEENPREPARED FOR THEEXCLUS/VE USEOF THEEN7777ES NAMED HEREON,THE CERT/F/C"ATE PURSUANT TO 472.027,FLORIDA STATUTES. DOES NOT EXTEND TOANYUNNAMED PARTY. FLOOD ZONE/NFORMATION: BY / == 0712212014 CARLOS /BARRA (DATEOFF/ELD WORK) THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN FLOODZONE• 'X. BASEFLOODELEVATIOM N/A, PROFESSIONAL LAND SURVEYORw..:6770 STATEOFFLORIDA COMMUNITY.' 120640 (NOT VALID WITHOUT THE SIGNA TUREAND THE ORIGINAL RA/SED SEAL OFA FLORIDA PANEL: 0302 LICENSED SURVEYORAND MAPPER). SUFFIX L DATE OF FIRM 09/11/2009 REVISED ON ADDED CONSTRUCT/ON ELEVAT/ONS 09/09/2014 THE SUBJECT PROPERTYDOES NOT LIE INA SPECIAL FLOOD HAZARD AREA. REVISED ON. TITLE COMPANY LENDER Cam effiteg of IPaNi f eibman, V.21. r 2750 NE 185th Street,Suite 303 Aventura,FL 33180 (Tel)30S-534-4721 pS IB DRAWN BY: UNDERWRITER NGH ........AR�Q Q'.•RZIFlC ''' 'Y 0712212014 0 a FIELD DATE: NO. O Fidelity NationalTitle .4 STATE OF 4}/ tn'. �� °CORIOP' SURVEY NO: 14-002535-2 p � N'q l ..A' SHEET: 1 OF 2 L.B.#7806 SEAL U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name MARC G. STEAD Policy Number, A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. t6mpany=d Number 93 NW 93 ST City MIAMI SHORES state FL ZIP Code 33,50 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOTS 15&16,BLOCK 166,MIAMI SHORES-SEC 6A,PLAT BOOK 12 PAGE 54 PUBLIC RECORDS OF MLAWDADE CO,.FL A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RES lENTIAL A5. Latitude/Longitude:Lat. 258513A 2d IN Long. W11'57.06*W Horizontal Datum: ❑NAD 1927 11 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain Road insurance. A7. Building Diagram Number A A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1,8W sq ft a) Square footage of attached garage _sq ft b) No.of permanent flood openings in the crawlspace or 7 b) Number of pef nanent flood openings In the attadwd garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b 1,224 sq in c) Total net area of flood openings in A9.b .N/A sq in d) Engineered flood openings? ❑Yes B No d) Engineered flood openings? ❑Yes ll No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Communi N me&Community Number B2.CountyName State tAMJ120652 MLAMI-DADE VL 84. Map/Panel Number 135.Suffix 86.FIRM index Date 87.FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use bast flood depth) 12086CO302 L 09/11/2009 09/11/2009 X T N/A B10.Indicate the source of the Base Flood Elevation(8FE)data or base flood depth entered In kern 89: ❑FIS Profile 0 FIRM ❑Community Determined ❑Other/Source: 611.Indicate elevation datum used for BFE in Item B9: 10 NGVD 1929 ❑NAVD 1988 Other/Source: N/A B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date: N/A / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: []Construction Drawings* H Building Under Construction* ❑Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in item A7.In Puerto Rico only,enter meters. Benchmark Utilized: MIAMI DADE COUNTY SM#N-50 Vertical Datum: NOW 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 O NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 12 0 0 feet ❑meters b) Top of the next higher floor . 12 . 6 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NIA . ❑feet ❑meters d) Attached garage(top of slab) N/A_. ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 12 . 41 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 11 . 5 9 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 12 � 84 H feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including _N/A ❑feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. I@ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 1 Check here if attachments. licensed land surveyor? 01 Yes ❑No }} /I Certifier's Nara® License Number PLS TT 520 4 JOHN A.IBARRA "5204 Title Company Name PRESIDENT JOHN IBARRA&ASSOCIATES INC. Address City state ZIP Code 2804 DEL PRADO BLVD S. CAPE CORALFL 33904 Signature Date Telephone 09/10/2014 09/10/2014 239 540-2W FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 93 NW 93 ST City State ZIP Code Company MAIC Nunjber: MIAMI SHORES FL 33150 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)corimunity official,(2)Insurance agent/company,and(3)buildhg owner. Comments C.O.R= 11.79 FT;SECTION C2(E)LOWEST ELEVATION OF MACHINERY=THE AIC PAD,LOCATED ON;LATITUDE AND LONGITUDE DETERMINED BY SURVEYOR USING GOOGLE EARTH;MIAMI DADE COUNTY BENCH MARK III N-5681OCATOR NO.3100 SW;ELEVATION IS 9.65 FEET OF N.G.V.D.OF 1929.OTHER FLOOR ELEVATION=12.61, 13.62 FEET& 14.06 FEET;SEE SURVEY FOR FLOOR ELEVATIONS. Signature Date 09/10/2014 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items Ei-E5.If the Certificate is intended to support a LOMA or LOMB-F request,complete Sections A,B,and C. For Items E1-E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)is 0 feet 0 meters D above or 0 below the HAG. b)Top of bottom floor(including basement,crawispace,or enclosure)is O feet D meters D above or 0 below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided In Section A items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is Q feet []meters 0 above or 0 below the HAG. E3.Attached garage(top of slab)is 0 feet 0 meters 0 above or 0 below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is []feet 0 meters 0 above or 0 below the HAG. E5.Zone AO only If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?0 Yes 0 No 0 Unknown.The local official must certify this Information In Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name MARC G.STEAD Address 93 NW 93 ST city MIAMI SHORES State FL ZIP Code 33150 Signature Date 09/1012014 Telephone Comments D Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local offi ial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used In items G8-Glc.in Puerto Rico only,enter meters. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. 0 0 The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy issued G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: 0 feet 0 meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: 0 feet 0 meters Datum G10.Community's design flood elevation: D feet D meters Datum Local Official's Name Title Community Name Telephone Signature Date 09/10/2014 Comments 0 Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit.Suite,and/or Bldg. No.)or PO. Route and Box No. Policy Number: 93 NW 93 ST City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33150 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. FRONT VIEW 09/10/2014 a ar n Lt ii a y «� 3 w a A a REAR VIEW 09/10/2014 FEMA Form 086-0-33(7/12) Replaces all previous editions. i ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P0. Route and Box No. Policy Number: 93 NW 93 ST City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33150 If submitting more photographs than will fit on the preceding page,affix the additional photographs below.Identify all photographs with: date taken; "Front View" and "Rear View"; and,if required,"Right Side View"and "Left Side View." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. LEFT VIEW 09/10/2014 ys 'RII, RIGHT SIDE 09/10/2014 FEMA Form 086-0-33(7/12) Replaces all previous editions. Miami Shores Village RECEIV'K" ' 0� Building Department JAN 13 2015 11 C c� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138BY: ^� Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20_`. BUILDING Master Permit No--t PERMIT APPLICATION Sub Permit No. ,BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �± CONTRACTOR DRAWINGS JOB ADDRESS: 7 3 Az i,.� cj '3 yi_ City: Miami Shores County: Miami Dade Zip: -3 3 /S-0 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titlehol2der): C_ Phone#: Address: V City: ,, F` SKe ri�k State: i Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: °„Vt f` ��-v Zia Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: ty/ State: Zip: -�1�- � V J o,v d Value of Work for this Permit:$ � � Squa e?/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: , U�., COd,e=j �- „4,�•� �`� rb ,x �,.,o��' Specify color of color thru tile: Submittal Fee$ Permit Fee$ ( - CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 1 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 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 PAYINGRESULT IN YOUR TWICE MP TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 'tet _ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of 4k- - 20 by day of 20 by r-4F-f-0- C EIC- who is personally known to who is personally known to me or who has produced U,-teras me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU NOTARY PUBLIC: 4 Sign: Sign: Print: Print: Notary Public State of Florida Seal: . � Sindia Alvarez Seal: My Commission FF 156750 ora Expires 09/03/2016 APPROVED BY ), Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 10 ' hORFy. �5,x�•»>, Miami Shores Village -ONE Building Department 10050 N.E.2nd Avenue p�R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: im (tile DATE: ADDRESS: � 9 3 , `1C rte' F-? 3�sV Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial- 3. nitial3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. ,_1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial J 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial- 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial m+„ 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial- 12. nitial12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day 20 By who was personally known to me or who has Produced there License or T�— F 1, 1.�" as identification. Notary Public State of Florida OWNER ". NOTARYar SindiaAivarez �` My Commission FF 156750 pqµd' Expires 09/03/2018