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RC-17-387 (4) 6 Miami Shores Village Building Department 511 g FEB 1'5 2017 � -Cl 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: \ _ INSPECTION LINE PHONE NUMBER:(305)762-4949 I's FRC 201Q 22 BUILDING Master Permit No. PC I =i5:g:+• PERMIT APPLICATION Sub Permit No. FXIBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL (❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 672 NE 98 St. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-017-1780 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: -Construction Type: Flood Zone: BFE: FFE:. OWNER:Name(Fee Simple Titleholder): Carol Invest USA, Inc Phone#: Address: 990 Biscayne Blvd. Suite 801 City: Miami State: Florida Zip:33132 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Joseph S. RObbio, Inc Phone#; (954)663-6743 Address: 9400 S. Meadows Circle City: Miramar state: Florida zip: 33025 Qualifier Name: Joseph S. Robbio Phone#: (954) 663-6743 State Certification or Registration#: CBC 059462 Certificate of Competency#: DESIGNER:Architect/Engineer: Victor Bruce Phone#: (305) 310-5030 Address: 370 NE 101 St. city:Miami Shores State:FI. zip: 33138 Value of Work for this Permit:$ 50,000 Square/Linear Footage of Work: 430 Sq.'Ft. Type of Work: ❑ Addition FX Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: Remove existing flat roof with A/C on top, install truss roof to match existing pitch of house. raise concrete slab 430 sq. Ft.to match existing floor level Specify color of color thru tile:- Submittal Fee$ .. 01Z�) Permit Fee$ �' W CCF$ CO/CC$ a Scanning Fee$ "Radon Fee$Z��0 DBPR$ Notary.$ Technology Fee$ �O' W Training/Education Fee$T(—� 6Z) Double Fee$ i Structural Reviews$ ( • OZS Bond$ TOTAL FEE NOW DUE$ (Revise d02/24/2010 4 Bonding Company's Name(if applicable) Bonding Company's Address City t '' State Zip I Mortgage Lender's-Name(if applicable) . Mortgage Lenders Address a 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 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." w 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. Marco Bru i ( Carol Invest USA,Inc.) Joseph S..Robbio (Joseph S. Robbio, Inc. ) Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 3CIY\Q0V'CA ,20 by 03dayof )(3y)0QyL4 20 by Marco Bruzzi who is p rsonally know to Joseph S. Robbio SO is p rsonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:' -6cxlt, Sign: r 015z __4X"_ Print: LU CIS i Print: I OrA'CA Gj. `5(151 Seal "�•'`. IA G ISASI Seal: LUCIA 4� LUCIA G ISASI iMY COMMISSION#FF182628 • * MY COMMISSION#FF182628 , 7 eta�d�° EXPIRES December 10,2018 �•' PIRS[ mr ( ?01 1p7 3oA•Ota7 FlohdallotaryService.com APPROVED BY Plans Examiner Zoning / Structural Review Clerk (Rev1sed02/24/2014) Property Search Application - Miami-Dade County Page 1 of 3 ter.: x When buying real estate property,you should not assume that property taxes will remain the same.Whenever there is a change in ownership,the IMPORTANT assessed value of the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to MESSAGE approximate your new property taxes. The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Q ® ` Address Owner Name Subdivision Name Folio SEARCH: 672 NE 98 St Suite Q PROPERTY INFORMATION a r,r� Palk Folio:11-3206-017-1780 Sub-Division: MIAMI SHORES SEC 4 AMD Property Address _ "'• 672 NE 98 ST Miami Shores,FL 33138-2472 Owner CAROL INVEST USA INC Mailing Address 990 BISCAYNE BLVD STE 801 MB16 MIAMI,FL 33132 Primary Zone 1000 SGL FAMILY-2101-2300 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths I Halt 3/2/1 Floors 1 •... ,a Living Units 1 '"•._!: r4 Actual Area 3,489 Sq.Ft ' „II Living Area 3,149 Sq.Ft Adjusted Area 3,262 Sq.Ft Lot Size 29,510 Sq.Ft v } Year Built 1938 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem PA Additional Online Tools Property Record Cards Property Search Help Assessments Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION 9 BENEFITS INFORMATION 9 Year 2016 2015 2014 Benefit Type 2016 2015 2014 Land Value $737,414 $707,550 $620,255 Save Our Homes Cap Assessment Reduction $86,330 Building Value $303,366 $227,035 $221,164 Homestead Exemption $25,000 $25,000 Extra Feature Value $7,395 $5,666 $5,725 Second Homestead Exemption $25,000 $25,000 Market Value $1,048,175 $940,251 $847,144 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board, Assessed Value $1,048,175 $853,921 $847,144 City,Regional). FULL LEGAL DESCRIPTION 9 http://www.miamidade.gov/propertysearch/ 1/15/2017 Property Search Application - Miami-Dade County Page 2 of 3 TAXABLE VALUE INFORMATION 8 1 MIAMI SHORES SEC 4 AMD PB 15-14 2016 2015 20141 LOTS 1 TO 4 INC 8 E112 LOT 5 COUNTY ( BLK 101 Exemption Value $0 $50.000 $50,O00 1 I LOT SIZE 227.000 X 130 ' .----......_....._.._._.. ...._�._..... .... __ - —_----- iOR 12222-2962-6907841 i Taxable Value $1,048,175 $803,921 $797,144} SCHOOL BOARD I COC 23177-3727 03 2005 1 t Exemption Value $0 $25,000 $25,000 Taxable Value $1,048,175 $828,921 $822,144 CITY i Exemption Value $0 $50,000 $50,000 Taxable Value $1,048,175 $803,921 $797,144 j REGIONAL � Exemption Value $0 $50,000 $50,00171 Taxable Value $1,048,175 $803,921 $797,1441 � SALES INFORMATION 8 {Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 07/3012015 $1,350,000 29720-1886 Qual by exam of deed VICKY PERATICOS t 03/0112005 $1,190,000 23177-3727 Sales which are qualified 1.7/01/1984 $212,500 12222-2962 Sales which are qualified {For more information about the Department of Revenue's Sales Qualification Codes. j 2016 ! 2015 2014 LAND INFORMATION 8 (Lend Use Muni Zone a». PA Zone Unit Type � Units Cale Val GENERAL R-17.5,R-18.5 1000-SGL FAMILY-2101-2300 80 Front Ft. 227.00 $737,414 BUILDING INFORMATION 8 I Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft. Cale Value 1 1 1938 2,690 2,690 2,690 $250,170 1 2 1953 799 459 572 $53,196 { Building Sketches Availeltel v- EXTRA FEATURES 8 Description Year Built Units Calc Value t Wood Fence 2007 -„ 497 $7,3951 i ADDITIONAL INFORMATION i `The information listed below is not derived from the Property Appraisers Office records.It is provided for convenience and is derived from other government agendas. LAND USE AND RESTRICTIONS ( 4 Community Development District: NONE Community Redevelopment Ansa: NONE Empowerment Zone: NONE Enterprise Zone: NONE s Urban Development: INSIDE URBAN DEVELOPMENT Zoning Code: R17.5- BOUNDARY Existing Land Use: 13-SINGLE-FAMILY,LOW-DENSITY (UNDER 2 DUIGROSS ACRE). Government Agencies and Community Services A� OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Chiklrens Trust City of Miarri Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector - _ The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftpJAvww.rrismidade.govhnfoldisdaimar.esp i http://www.miamidade.gov/propertysearch/ 1/15/2017 Detail by Entity Name Page 1 of 2 Florida Department of State DIVISION OF CORPORATIONS �I°l�l1l�t if �/utlart ir!t!Y ref rinrlsL.ss�•#�it� Department of State ! Division of Corporations / Search Records / Detail By Document Number/ Detail by Entity Name Florida Profit Corporation CAROL INVEST USA, IMC-7 Filing Information Document Number P14000015318 FEI/EIN Number 38-3924898 Date Filed 02/18/2014 State FL Status ACTIVE Principal Address 990 BISCAYNE BLVD Suite 802,MB 17 MIAMI, FL 33132 Changed: 11/22/2016 Mailing Address 990 BISCAYNE BLVD Suite 802,MB 17 MIAMI, FL 33132 Changed: 11/22/2016 Registered Agent Name&Address FINLEY&BOLOGNA INTERNATIONAL 150 SE 2ND AVENUE,SUITE 1010 MIAMI, FL 33131 Name Changed:03/26/2015 Officer/Director Detail Name&Address Title President,Treasurer,Secretary VERLICCHI, EMANUELA 990 BISCAYNE BLVD Suite 802, MB 17 MIAMI, FL 33132 Title VICE PRESIDENT http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/15/2017 1 Detail by Entity Name Page 2 of 2 MARAZZI,CAROLINA 990 BISCAYNE BLVD. SUITE 803,MB 18 + MIAMI, FL 33132 Title Director,VP I -Bruzzi,_Marco 990 BISCAYNE BLVD Suite 801,MB 16 MIAMI, FL 33132 i Title Director,VP Melotti, Monica 990 BISCAYNE BLVD Suite 801,MB 16 MIAMI, FL 33132 t Annual Reports t Report Year Filed Date 2016 04/25/2016 2016 05/27/2016 2016 11/16/2016 Document Images 11/22/2016—AMENDED ANNUAL REPORT View image in PDF format 11/16/2016—AMENDED ANNUAL REPORT View image in PDF format 05/27/2016—AMENDED ANNUAL REPORT View image in PDF format 04/25/2016—ANNUAL REPORT View image in PDF format 10/08/2015—AMENDED ANNUAL REPORT View image in PDF format 10106/2015—AMENDED ANNUAL REPORT View image in PDF format 03/26/2015—ANNUAL REPORT View image in PDF format 02/18/2014—Domestic Profit View image in PDF format Florida Department of state,Division of Corporations t i i l http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 1/15/2017 DEF. _ "1 OF FLORIDA 5��i'1 KY I �- 1 �C rye rv�-CN VV5UN ,:TATE '�"�A AF � V1EN"OF BUS, . _ON,I,rRUCTI J�lENS AND p6tOFESSI,ONAL I d IjaiL , I DUSTRY LICEN.SIN.G'BCMl►ir1d1 ! IN �i 'M — 021804 --_ 1JI.L The G,E NERAL CON R Narr r e below I S,CkRTIFiI a� Una. "" the provnsions of Gh tern 6 ExpfLa#inn datE�: A<rG 31 !.ap Y I f'0V,ATQN ,.RICH RD C�E�SARI-T g „ tbiN,? '3,� 3 GFI1 FHK ! :Ilr�" �kr� TION�` 1&6 c14Niq " milli �� ol� ?ate iv 0 'S ;,� d ��, , e' 1 ,.w/ ,CII, , � �,..�'d� .;°'� 9 1 rte, �,- s /, I��j I�p9��' � 5�R J �■ IS �I `, ❑. Vii,,, SUED: 08/10/ 14;i16 IIlS — k LAY Z REQUIRED BY LA1ni 11111 rwwnll{t tool 1101=0 1110111 131104NARLID 1 :OL N-N L.+ )CAL BUSINESS TA'N 1:;J:.i 115 S. Andrews,10 e., F in. A-100, Ft. Lauderdale, FL 33301-1 i Sar,— ;31-40(0 VA.I!I( �- )CT0EIER 1,;;W6 THROUGH SEPTEIW EIIHR 1017 DBARece pt l: 18 ':I COMPACTOR (C.E13'TIFI D 1 Business Name::DESKZ;AT; BUI(DING CORP Business 1 yl7e: ;:L CONI RACTOR) owner Name:RICHUl-': I DWAR) 30WERTON Business OplE'rll3d:1 :/1989 Business i-.ocation: 352' '3;:- E'FIr RD State/County/Cert Pias :; 1804 DANIA itE NCH Exemption{ d17.13-: Business Phonf:c 954- 131: 7903 Rooms Seat; Employees Machha+s P'rofes:lonals 8 i Vending Business Only Nuin ber of Mal:U_ ias: — Vending 1 ypo- - Penalt Prior Years - ( Cost Total Paid Tax Amount Tia nsfer Fee N FF Fee _ Y — I 0.00 27.°° 27.00 0 0C 0.01)1, 0.00 °'_ I THIS RECfEIPT UIUA* BE -10STED CONSPICUOUSLY IN YOUR 1::'L A I F E3U183 NESS THIS,BECOMES A,"rAX F:I_10 1:1 +T This tax is levied for the privilege of doing bit: iress Broward :ounty and is non-regulatory in nature. You must meet all i-Municil-ality planning and zoning requirements. This Business Ta: 't,3c:,E i i;t be trial isferred when WHEN VALIDATED business is sold, business name has cNwi( you hay a moved the busine,;::, location. This receipt does not ind(a1::3'th: i ,+usiness s legal or that it is in ix mpliance with State or local laws an 1 itga u i Mailing Address: Rece L;;++: t: 1.5-000D1749 RICHARD EDWAF) H01VEFAI 14 Paid 09/2+ i G 27.0) 3523 GRIFFIN :RD DANIA, FL 33312 i 2016 - 2017 �..�a uurao�uiin re�ei r® nru w M!Urwlllrl 6m®1m® IS r®nl R DATE(MMIDDIYYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `-. 02/10/2017 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 have ADDITIONAL INSURED provisions or 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 ACT NAME: Monica Mendez Finney Insurance Corporation PHONE 954-966-5533 Arc No):954-989-8208 5601 Sheridan Street A DRESS: johnf@rinneyinsurancecorp.com Hollywood,FL 33021 INSURERS AFFORDING COVERAGE NAIC 0 INSURER A: United Specialty INSURED INSURERB: Desarata Building Corp. INSURER C: 3523 Griffin Road INSURERD: I Dania,FL 33312 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-2934860 REVISION NUMBER: 64 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXPO LT POLICY NUMBER MIDD MMM A X COMMERCIAL GENERAL LIABILITY DCGO0838 02 01/07/2017 01/07/2018 .EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR PREMISES EaTO RENTED occurrence) $ 100,000 MED EXP(Any one person) ${ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 X POLICY[:]ECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acddent _ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per amident 1 $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ {DED I I RETENTION$ $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,desuibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Qualifier:Richard E.Howerton Lic#CGCO21804 r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village Building Dept. ACCORDANCE VATH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138- AUTHowzE REPRESErrTAmlE MIM ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by MIM on February 10,2017 at 02:17PM Te DDIYYYYj (MM/ A D® C'ERT'IFICATE OF LIABILI !:Y INSURANCE 2/13/2017 DAE MMI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONONLYAND 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 CONTACT NAME__ Certificate Department ___ W.F.Roemer Insurance Agency, Inc. PHONE 3775 NW 124 Avenue �r954-731-5566 _ FAX .'954-731-8438 Coral Springs FL 33065 E-MAIL certificates@roemer-ins.com INSURER(S)AFFORDING COVERAGE NAIC# IN SURERA:Amerlcan Builders Insurance CO 11240 _ {INSURED DESAR-1 INSURER 8: _ IDeSarata Building Corporation INSURERC: 13523 Griffin Road,#5 I I Dania FL 33312 INSURER D: INSURER E INSURER r: COVERAGES CERTIFICATE NUMBER:272836096 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, TERMOR 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 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INP;1 TYPE OF INSURANCE i POLICY EFF 'INSDiWVD) POLICY NUMBER MMIDD/YYYY i MMIDD/YYYY LIMITS ( COMMERCIAL GENERALLIABILITY r j EACH OCCURRENCE 5 141 i CLAIMS M1dADE OCCUR i ;DAMAGE TO RENTED — PREMISES(Ee occurrence S 1 ! 'MED EXP(Any cne person)_ ..$ PERSONAL 8 ADV INJURY_4_ 5 j_GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 1 ; PRO- POLICY )ECT _ LOC l PRODUCTS-COMP/OP AGG .5 1 i OTHER: LS._ AUTOMOBILE LIABILITY j i CO BIND IN LEL IT Eaaccidenli Is i ANY AUTO BODILY INJURY(Per person) i ALL OWNED SCHEDULED I I BODILY INJURY(Per accident)j a AUTOS _ AUTOS �' _- NUN-OWNED PROPERTY—DAMAGE AUTOS HIRED AUTOS - i —^ - --- I Per accident _15 UMBRELLA LIAR 1 OCCUR ' j !EACH OCCURRENCE is - E^CESSLIAB— ' (CLAIMS-MADE I i) AGGREGATE I DED !_ RETENTION S A !WORKERS COMPENSATION WCV0227340-00 !101312016 1013/2017 ! X i PER i OTH- I' AND EMPLOYERS'LIABILITY YIN ,STATUTE € ER ANY PP,U?RIETO tIPARTNERIEXECUTIVE �� ( i E.L EACH ACCIDENT 51,000:000 _ !OFFICE41MEIdB=R EXCLUDED? N I A( E I - ( _ (Mandatory in NH) I E L DISEASE-EA EMPLOYEE$1,000,000 y 1 F If Yes,describe Ender i DESCRIPTION OF OPERATIONS bclov. 111 E.L.DISEASE-POLICY LIMIT $1.000,000 - QESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 161;Additional Remarks Schedule,may be attached If more space Is required) Lic#CGCO21804 i 1 1 CERTIFICATE HOLDER CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE (Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd-Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE n ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I DESARATA BUILDING CORP. 3523 GRIFFIN RD. DANIA, FLORIDA 33312 State Certified General Contractor CGC 021804 February 3, 2017 Joseph S. Robbio, Inc 9400 S. Meadows Circle Miramar, Florida 33025 Re: Labor Contracting f We propose to supply carpenters and laborers for demolition, concrete work, framing and drywall at 672 NE 98 St. Miami Shores. We will supply men as needed at an hourly rate to be billed on Friday and to be paid by Wednesday of the following week. All men are covered with workers compensation and liability insurance, and certificates will be provided to contractor. Hourly rates: Carpenters ------------------37.00 per hour Laborers ------------------26.00 per hour Thank you, Richard Howerton Accepted by Date 7 G2 Consulting Gr6up,lnc. JOAQUIN MONTESINO, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax(786)2940032 Lic#69969,CA 25882 BY: JM DATE:6/8/16 SUBJECT:BRUZZI Res SHEET 1 OF8 CHECK BY:JM DATE6/8/16 Miami Shores , Florida CALCULATION TITLE SHEET .Job Name : ROOF ALTERATION t .... ...... Client'! Mr. BRUZZI •••••• r 672 NE 98 th STREET. •••••• ••:••. MIAMI SHORES, FL 33138 '..' : ...... . . . . ...... gn CN Job Type : RESIDENTIAL ar Building Code : XA.C.-2014-5th Edition F. Y Building Dept : Miami Shores ~ The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision. For the computer runs,if any,input was prepared i and the output data analyzed and interpreted in the same manner prior preparation of the construction documents t i Therefore, I accept professional responsibility for �py`� V1N mo/o,I../ interpretation of any computer outputs. ,� �Pa�\0 E NS Sj�� F� ' Q i No. 69969 STRUCTU LRE *; . vd'•!6 *= RA VI .. i APPROVED �� T OF ;�Q•' /ONAL .. I g2 consulting group,inc Job:BRUZZI joquin montesino, p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 WIND LOADS PER ASCE?-10 + EXPOSURE :C Roof'angle: (7Deg.)< 0< _ (27 deg ) ` Roof angle: s1 ;= 4 0:= atan(slope) 0= 18.435-deg 12 "w 175j mph Mean hight h := 15ft Importance.Factor 1:= 1.00 Topographic Factor Kzt:= 1.0 Velocity pressure Exposure1 • . . .... ...... 2 • • • •..•.. • .. •.•... 2 h of 10 of .••• • ..•.•. ° Kz:= i (h < 15ft), 2.01 15 2.01 ft Kz= Zg L Zg ••:••: .• �•� ••••• •• •• •• • •••••• Wind Directionality Factor • ....% Kd:= 1.0 .'. :....: Basic Velocity Pressure qh:_ [0.00256•Kz•Kzt•Kd•(V)2•I�•psf qh=66.55•psf r i F a I r I r f t' g2 consulting group,inc Job:BRUZZI joquin montesino, p.e Sheet No: of 9725 sw 4 tern miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 "Wood lack trusses" zone : 1 Negative and without overhang 2 Aj := (8 ft) Aj =21.333 ft2 Gcpi:= —0.18 3 Gcp := —0.9 if Aj <— l0ft2 i —1.0+ 0.100-log Aj if loft2<_Aj <_ 100ft2 ft2 -0.8 if Aj > 100ft2 ." . . .... ...... Gcp =-0.867 ....:. Plj := [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 Plj =—35.812•pLf (net,yihtlrgssure),.�.;• • ..•... . ••• ••••• .. .. .. . ...... � 3 • zone2 : Negative without overhang • Gam:= -1.7 if Aj <- 10ft2 �..• ... :.... -2.200+ 0.50-log A, if loft 2<_Aj <_ 100ft2 -0.18 ft2 —1.2 if Aj > 100ft2 I ' Gcp =—1.535 P2j :_ [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P2j =—62.501•psf. (net wind pressure) zone3 : Negative without overhang Gam:= —0.18 7 2c -2.6 if Aj <- 1 oft2 —3.200+ 0.60-log A� if loft2 <_Aj <_ 100ft2 ft2 —2 if Aj > 100ft2 f t ; r t „1 g2 consulting group,inc Job:BRUZZI joquin montesino, p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 Gcp =—2.403 f P3j := [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P3j =—97.126•p� (net wind pressure) ' e zone2 : Negative with overhang G := -0.18 r Gc :_ -2. for all : Aj 0000 0000 0000.. X21.= [gh [Gcp - (-Gcpi)] + l Opsf] 0.6 JP2j =-89.037 psf� (net wkxld xsssure); 0000.. 0000.. 0000 0000.. 0000 . 0000. zone3 : Negative with overhang 0 0:00: :0: .,:..• C'nni:= —0.18 .. .. .. . 0000.0 :00:0: 0 00 000000 Gc = —3.7 if Aj :— 10ft .. 0 000 0 0 0 —4.9+ 1.2 log A� if l Oft2 <_Aj <_ 100ft2 • R —2.5 if Aj > 100ft2 Gcp =—3.305 Z31— [gh•[Gcp — (—Gcpi)] + 10psf]•0.6 P3j =—133.166•psf (net wind pressure) g2 consulting group,inc Job:BRUZZI } joquin montesino, p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 .y Trusses & Girders aver 17.3 ft long. Ag:= 100ft2 G pi:= -0.18 r zone : 1 Negative and without overhang -0.18 := -0.9 if Ag<- lOft2 -1.0+ 0.100-log Ag if 10112<-Ag<- 100ft2 r I ft •••. 2 Goes -0.8 if Ag> 100ft 00 •• •• . ...... . . . Gcp =-0.8 ..... ...:. .....• ..•... . ... ..... .. .. .. . ...... Plg:= [gh•[Gcp -(-Gcpi)] + 10psf]•0.6 1PIg=-33.133•psf; (netVjiygssure)' ,zone2 : Negative without overhang • GMS= -1.7 if Ag<- 10ft2 -2.200+0.50 log Ag if 10112<_Ag<_ 100112 -0.18 ft2 -1.2 if Ag> 100ft2 P2g:= [gh•[Gcp -(-Gcpi)] + IOpsf]•0.6 P2g_-49.105•psf (net wind pressure) zone3 : Negative without overhang Gc := -0.18 a , 1 t g2 consulting group,inc Job:BRUZZI joquin montesino, p.e Sheet No: • of. 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 Gc = —2.6 if Ag 5 1Oft 2 —3.200+ 0.60-log Ag if l Oft2<—Aj <_ 100ft2 ft 2) —2 if Ag> 100ft2 1 P3g:= [gh•[Gcp —(—Gcpi)] + lOpsf]-0.6 ,y P3g=—81.051_ (net wind pressure) . . .... ...... . . zone2 Negative with overhang .. , •• • 2L:= —0.18 .... . ..... Gc :_ —2. for all : Ag ..•..• '..• ...... • • P2tea;= [qh [Gcp —(—Gcp')] + 10psf]•0.6 .037•ps (net wind pressure) •• I zone3 : Negative with overhang _ i - 0.18 _ -3.7 if Ag<- 10ft2 -4.9+ 1.2.log A� if loft 5 Ag<- 100ft2 E ft l � -2.5 if Ag> 100ft 2 Gcp =—3.305 , P3�:= [gh•[Gcp —(—Gcpi)] + lOpsf]•0.6P3g=—133.166•p fl (net wind pressure) g2 consulting group,inc Job:BRUZZI joquin montesino; p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 Door Pressures for buildinsa h<60ft Negative :zone4 A:= 21 AW t Gcp4:_-1.2766+ 0.1766-log(2 Gcp4=-1.043 ft P4:= gh•[Gcp4 - (=Gcpi)]•0.6 p4 TT--4-8.-8 egative : zone • . . .... ...... A) . . ...... . .. ...... Gcp5:= -1.7532 + 0.3532-log 2 Gcp5=-1.286 ••• • P5:= gh•[GCP5 -(-Gcpi)]•0.6 p5=-58.547•psf '•" ••;••• . ...... . ... ..... positive :zone4&zone5 • . . . . ...... .. ... A:= 21ft2AW •.: Gcp4.5 := 1.1766_0.1766•log Z GCP45 =0.943 ft P4.5 gh•[GCP4.5 + (-Gcpi)]•0.6 IP4.5 =44.847•p r F ' r k' ' g2 consulting group,inc Job:BRUZZI joquin montesino, p.e Sheet No: of 9725 sw 4 terr miami fl 33174 Calc. by:JM 6ate:5/28/16 lic#69969 CA 25882 Checked by:JM Date:5/28/16 window Pressures for building h<60ft Negative :zone4 A:= 10ft2 AW G ":= -1.2766 + 0.1766•logA Gcp4=-1.1 ft2 := gh•[Gcp4- (-Gcpi)]•0.6 p4=-51.112•psf Negative : zone5 009. • •9 • .. -1.7532+ 0.3532•log — Gcp5--1.4 .••.•� ••00. 0000 •. ft2 0 0 0 0 .00000 000 000000 = qh[GcpS - (-Gcpi)] 0.6 p5 ---63092 p sf • 0..069 9660 9 9 9 . 9 66..6. 0000 0000. 09.090 0 006 60.09 .9 .. .0 . 600000 positive :zone4&zone5 •••••• . 6 . . 6 . 6 0.600. 000009 I. A:= loft 00 0 009 AW 9 . 99 G 1.1766-0.1766•log A Gcp4.5 = 1 ft2 = gh•[Gcp45 + (-Gcpi)]•0.6 p4.5 =47.119•psff 2-1 ; MlAMFDIADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) • Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 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 RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Pro4geJ.Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade.Coupty)res8 vp tJt right • to have this product or material tested for quality assurance purposes. If this pt'adu>tt 2)r matmial.fails to perform in the accepted manner, the manufacturer will incur the expense of such.testing and lic AKJ may,...% immediately revoke, modify, or suspend the use of such product or material withar their jurisdictien. RER• . reserves the right to revoke this acceptance, if it is determined by Miami-Dada lamft y Pr�J;Qontro? • Section that this product or material fails to meet the requirements of the applicable liltitding cod8. ••••• This product is approved as described herein,and has been designed to comply witlf flt rlbrida OiVdg ""'• .. .. .. . ...... Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Siieel Wbod Cpnnertors ....;. APPROVAL DOCUMENT:Drawing No.NU-2,titled"NVTA and NVTAS,NVJ3HA and NVMel 26, :0000: NVRT and NVTH",sheets 1 through 4 of 4,dated 04/15/2015,prepared by Nu-Vue Mdustries,l'n'c.,.siAned ` and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 the expiration date or if there 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. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA 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 of the Building Official. This NOA renews NOA 012-0130.33 and consists of this page 1 and evidence pages E1 and'E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. ` NOA No: 15-0507.01 M1AMMADECOUNTY Expiration Date: July 30,2020 i • Approval Date:July 30,2015 ' _��AnI/l/1S poen 1 c a Nu-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-2,titled"NVTA and NVTAS,NVBH 24 and NVUH 26,NVRT and NVTH",sheets 1 through 4 of 4,dated 04/15/2015,prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat,P.E. B. TEST "Submitted under NOA No. 05-0701.04" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc 0,Sig4ed and sealed by C. R. Caudel, P.E. and S.E. Black,P.E. "•• see*:* Report No. Wood Connector Direction vote �•• 1. PT 02-4073 NVTA Upward ... I I/Q6/02 0.. r 2. PT 02-4075 NVTA Upward .... ,11/07/02 :**so: 3. PT 02-4074 NVTA Upward , :1706M2 .. • 4. PT 02-3 93 8 NVTA Upward 00:00: 08/96/02 S. PT 03-4177 NVRT36 Upward •• •• 10MA3 .. 6. PT 03-4202 NVRT36-T Upward ;••;•; 02/t9/03 • 7. PT 03-4271 NVRT36-T Upward 3 jJ/j}3 :*so*: 8. PT 03-4270 NVRT24-T Upward '03/27/03 ...... 9. PT 02-4095 NVUH26 Up&Downward Z'f/37Ab3 ' 10. PT 02-4096 NVBH24 Up&Downward 12/01702 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036' NVTH24 Upward Load 12/10/04 C. CALCULATIONS "Submitted under NOA No. 041202.01" ' Report of Design Capacities prepared by Vipin N. Tolat,P.E. Product Model No.of Paces Date Signature 1. NVBM24 7 through 8 05/05/03 V.N.Tolat,P.E 2. NVRT 9 through'14 05/05/03 V.N.'Tolat,P.E. 3. NVTA&NVTAS 1 through 6 05/05/03 V.N!Tolat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. 5. NVRT 15 through 15 07/07/03 V.N.Tolat,P.E. Carlos M. Utrera,P.E. Product Control Examiner NOA No:15-0507.01 Expiration Date: July 30,2020 Approval Date:July 30,2015 E-1 A Nu-Vue Industries.Inc. A NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. i F. STATEMENTS . ' . 6666 6666.0 1. Statement letter of coda conformance to 2010 and 5t1i(2014)edit#en ckthe tmf-,•. • issued by Vipin N.Tolat,P.E.,dated 04/29/2015, signed and schrecd b�Vipih N`Tolat, .9.9 9 90. • P.E. . 6.. 96 . 9 . 6090.. 6666 . .00.. "Submitted under NOA No. 04-1202.01" . 0 0 000:00" 2. No Financial Interest and code compliance letter issued by Vipiou-rolat,Ptl C n 0 61 0 9.. 03/26/2003 signed and sealed by Vipin N.Tolat,P.E. ;••;•; • •. 9 . i . 6666.. 0009. . . .6099. .9 0 000 0 00 i k Car os M.Utrera,P.E. Product Control Examiner NOA No: 15-0507.01 Expiration Date: July 30,2020 Approval Date:July 30,2015 E-2 - k 1 T TABLE 1 TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat WAS Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Maximum Allowable Loo Iba H Product Maximum Allowable Load Ibs Length Product Gouge Gouge No. of Length Gouge Gauge No. of g Code seat strop Fasteners Uplift Uplllt L1 Single L2 Single m Code seat strop Fasteners Uplift Uplift Lt Single L2 Single fn each strop Single Double & Double& Double ( each strop Single Double & Double& Double 16 NVTA-16 WAS 212 20 14 10d Strop Straps Strops Straps 16 NVTA-16 NVTAS 212 20 f4 10d x 1.5" Strap Straps Straps Straps 18 NVTA-18 NVTAS 214 20 14 5 757 1514 250 Soo 18 NVTA-18 NVTAS 214 20 14 5 IOJ2 2236 250 500 6 805 1610 250 500 6 1127 2254 385 565 20 NVTA-20 WAS 216 20 14 20 NVTA-20 NVTAS 216 20 14 7 854 1708 250 500 7 1136 2272 520 630 22 NVTA-22 WAS 218 20 14 8 902 •1804 250 500 22 NVTA-22 WAS 218 20 14 8 1144 •2288 520 630 24 NVTA-24 WAS 220 20 14 9 951 •1902 250 500 24 NVTA-24 WAS 220 20 14 9 1153 •2306 520 530 26 NVTA-26 NVTAS 222 20 14 10 999 •1998 250 5DO 26 NVTA-28 NVTAS 222 20 14 10 1161 •2322 520 630 11 1048 -2096 250 500 11 1170 •2340 520 630 28 NVTA-28 NVTAS 224 20 11 12 1098 •2192 250 500 28 NVTA-25 WAS 224 20 to 12 1178 '2758 520 630 „ 30 NVTA-30 WAS 225 20 14 13 1 1145 •2290 250 500 30 NVTA-30 WAS 228 20 14 1 13 1 1187 -2374 520 1 830 36 NVTA-36 NVTAS 2J2 20 14 14 1193 1 •2290 250 500 36 - NVTA-36 NVTAS 232 20 14 *Note: For 8 or more nails per strap,use double truss for double straps. 48 NVTA-48 WAS 244 20 14 'Note: For 8 or more Hors per strap, use 46 NVTA-48 WAS 244 20 14 double truss for double Straps. PRODUCT RSNBvfw � sMIb YsIb4 idleCed Perpendicular A empanso 11,fs to wall ]"T I" General Notes: d2 "' o 1 1, Steel shall conform to ASTM A6S3, SS grade 33, min, gpeld 33 kei, min, tensile strength 45 kel and min.galvanized coaling of G 6o per ASTM A853. 1t Reinforcements.Required 2J" O 2. Allowable loads and fasteners ore based on NDS 2005/2012. li f 3. Design loads ors for S. Plne, specific gravlly 0.55. Oeslgn loads for other MIN. 4" 27" specles shall be adjusted per NOS 2005/2012. EMB. t v-.Concrete Tis Boom O Parallel or Tie Berm formed 4, Allowable uplift loads hove been adjusted for food duration factor CD of 1.6. Li with concrete filled O Allowable gravity loads hove been adjusted for CD values of 1,0, per table 2.3.2 WAS 1 to wall masonry Holes Dir. of NDS 2005/2012• Design loads do not Include 33%Increase for steel and concrete. t` NVTA, NVTAS u, K.R G.01294 PS(CIVIL) S. Concrete in Tie beams shall be min. of 2500 psi, Concrete Masonry, Graf ,`�w K.REG.y 12847 and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry 16129I11t47ERNCRBBKIIWB shall comply with ASTM C90. HOUSTON,TX 77068 6. Combined load of Uplift, 0 and L2 shall satisfy the following equation, •• 000 • • •• � • • • • • • • •ewer unall + A11� + ) <w 1,0 • • •• s • • • Nu- �/ue IDdustTlea,IDC. AN*A&— Uplift • a •• • • • •• • 7, Allowable loads ors bowed on 1 thick wood members unless otherwise • • • • • • • tOS3leah, Eoef 29 Street )S" • ••• •i • •• Hialeah, Florida 33013 noted. C PHONE: (305)694-0397 A All designs Conform to FSC 2010 and 2014, H I20J �J FAX: (305)694-0398 MIN. 4"* ••• _ • •-gee•• 4 NVTA AND NVTAS TRUSS ANCHORS EMS • • e • ISDWG W Sbeat Date: • • • • • • NVTA 1"• • • •• • NU-2 • • • • l of 4 Ayre ti,2015 • •e • •• • • • • ••• • 4•• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • A. , _ t LE TABLE 5 NVRT Twisted Rafter Ties to Concrete Tie Beams NVRT Flat and Twisted Rafter Ties or Concrete Filled Masonry 16d Fasteners Maximum Uplift Load lbs No. of 16d nails No. of diameter Maximum Uplift Length Product P (lbs) Length Product Gouge Gauge Code g to Wood Framing Tapcone to Concrete Load (lbs) (In) Code TOTAL momgor• Flat Ties Twisted Ties (in) 12 NVRT-12 148 4 725 724 12 NVRT-12 14 4 6 722 16 NVRT-16 14 10 5 881 880 16 NVRT-18 14 S 7 858 12 8 996 996 6 8 991 18 NVRT-18 14 14 7 1133 11 1132 18 NVRT-1B 14 7 9 1125 20 NVRT-20 14 20 NVRT-20 14 22 NVRT-22 14 22 NVRT-22 14 24 NVRT-24 14 24 NVRT-24 14 I Ir Inl1 0 1° 30 NVRT-30 14 30 NVRT-30 14 1 a 36 NVRT-36 14. 36 NVRT-36 14 0 0 14" IWOIX=RENEWED 48 NVRT-48 14 • y�Wt&do�' 48 NVRT-48 14 BuildBna Oen . NVRT Anchor Notes: B• 0° Notes: Holes dia. 1. Specify"F" for Flat and 'T" for Twisted when ordering. asl.�aJ;M; 0 . 1, ITW topcons shall be embedded a minimum of 14" Into concrete 2. Fastener values are basad on a minimum 1�" thick wood members, have or tiebeam formed with concrete filled masonry. ITW topcone shall Do not have a min. edge distance of 2e and minimum spacing of 1� as shown. Use cirded holes 3. •Indicates no. of nabs In each connected wood member. 2, See General Notes, sheet 1. 16d 4. See General Notes, sheet 1. UPLIFT 3. All topcons must be in the some row spaced at 114" on centore. Do not use holes in the opposite row. }"Tapcone Strap must be long enough to accommodate required tapcons. o 0 o 1 0 o i• Al. }:; up Db1"' VM N.TOLAT,FE(CrM See ° •� FL.ABG.M 18847 Note #3 °o' �1;• �• LENGTH I r`n l:'• ... 16128 LANMW CREEK LANE HOUSTON,TR 77088 • • •• • • • • • a HALF HALF • •• • • • • • • • \N19lldd— V\/ �.19ee Connected Connected • • • • • • • • • _ p 1053-1059 East 29 Street to truss to wall • *00 •• • • • •• Hialeah, Florida 33013 PHONE: (305) 694-0397 kale, 2e Min. edge distance _ a (S r . FAX: (305) 694-0398 L LENGTH 1 Re¢fol!Ant req hid •:• • • ••• NVRT FIAT AND TWMW RAFTER TrES • • • • DWG Ms Sheet Dates Tie Beam formed Rh concrete filled maj9pyfy ori• •• • ••• ••• N[j-2 Sot 4 Ma 1e a03e concrete tie beam ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • r 5�o� s 932 S. IL ff ER- - M' Miami h®res Village Building Department TES 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305.)756.8972 RECEIPT PERMIT#: i`,C ^ `,� DATE: w I, c d (Name) ontractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Address: /� S A. From the building department on this date in order to have corrections done to plans And/or get County stamps. 1 understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process.. Signature: X(S_,,IGI�tATU RE)) PERMIT CLERK INITI RESUBMITTED DATE: PERMIT CLERK INITIAL: . StiOIR G Miamishores Village � ` Building Department logo J! 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ��OR1DA Fax: (305) 756.8972 Date: 2/22/2017 Permit No: RC-2-17-387 ELECTRICAL REVIEWER COMMENTS SHOW LOCATION OF ALL RECEPTACLES LIGHT FIXTURES AND SWITCHES IN AREAS OF RENOVATION ALL EGRESS DOORS NEED LIGHT FIXTURE OUTSIDE FBC 1 311 ADD SMOKE DETECTORS SEE SHEET A2 JOB SET Michael Devaney Chief Electrical Inspector f ;; a 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.