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EL-16-244 Miami Shores Village a 10050 N.E.2nd Avenue NE � P 3 Miami Shores,FL 33138-0000 ` off Phone: (305)795-2204 � x Expiration: 2612016 E 9 Project Address Parcel Number Applicant 128 NE 99 Street 1132060132270 JUAN CARLOS ACOSTA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JUAN CARLOS ACOSTA 128 NE 99 Street MIAMI SHORES FL 33138 128 NE 99 Street MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 150.00 HOME OWNER .� �..,.x._�.... ..:::..:..._.-.a.. .._..,�-::..:..�.-......�_—......:..::::::::.....�.:��,,_::::.:�.:....::::._....r�:::..�...:.. .._. Total Sq Feet: p Type of Work:REPLACEIREPAIR EXISTING ELECTRICAL Available Inspections: Additional Info: Inspection Type. Classification:Residential Review Electrical Scanning:2 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# EL-1-16-58491 DBPR Fee $2.25 04./29/2016 Credit Card $162.10 $0.00 DCA Fee $2.25 Education Surcharge $0.20 Permit Fee-Additions/Alterations $150.00 Scanning Fee $6.00 Technology Fee $0.80 Total: $162.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNE FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru n nd zoning. Futhermore,I authorize the above-named contractor to do the work stated. April 29,2016 A a nt / Contractor / Agent Date Building Department Copy April 29,2016 1 : Miami Shores Village _ - - -- - --- Building Department SAN 2 6 2 15 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2014 BUILDING Master Permit No. 7• —'�`� PERMIT APPLICATION Sub Permit No. .�� PUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: "33 3� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): _t�.. Phone#: 3al-- 3 53 -�T3 Address: j 2 t-J- F cl i -0— City: 0 -City: 4�' State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: Address: City: —State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: tt Value of Work for this Permit:$ 1. - C c Square/Linear Footage of Work: Type of Work: ❑ Addition - ❑ Alteration ❑ New ] Repair/Replace ❑ Demolition Description of Work: 9 4n � C'Sa "'Z'_ Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ co/ca — Scanning Fee$ Radon Fee$ DBPR$ Notary$ V Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ X� TOTAL FEE NOW DUE$ 1E . (Revised02/24/2014) ++ r _ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work 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." 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 a roved and a reinspectio /be charged. Signatur Signature OWNER or AGENT CONTRACTOR he foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of 20 1 U ,by day of ,20 ,by 3u aVl A Cps a ,who is personally known to ,who is personally known to s me or who has produced MQs�a+.. 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: V 0 Sign&!� Sign: Print: I Print: Seal: BI9ffANYMKNMLYI4Cy Seal: NOTARYPUSLIC STATE OF FLORIDA CommO FF049443 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �c�--� �-- DATE: ADDRESS: 1 -S `� 'TN-k- -+- 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 1 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 -�V� 3. 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. NAInitiai 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 1 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. Initia� 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. I 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_! 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. I 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 `' 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 htto://www.mvfloridalicense.com/dbor/oro/cilb/`lndex.htmi 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 parry legally and financially responsible for the proposed construction activity at the following address: Initial zk 12. I agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the inf rmation 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 d� day of 20 By Jwho s personally known m or who has Produced there License or as identification. OWNER NO-MRY:"' U 6/20}6 NOTARY ' PUUtIC N:.Commission �•.EE 173059 q. .� HK Yoshida Construction,LLC CGC1515030 3840 W. Hillsboro Blvd;222 Deerfield Beach, FL 33442 954-275-3969 954-208-0591 fax February 20th,2013 Miami Shores Village Building Department Project Name: Acosta Residence Project Address: 128 NE 99th Street Miami Shores, FL 33138 Permit Number: RC12-1908 for Ridge Beams Replacement NARRATIVE We would like to request the inclusion of the existing electrical work for inspection.When the beams and studs were replaced,the existing outlets and J-Boxes needed to be replaced in the same locations. Please find a layout with the location's noted and the permit application signed by a licensed electrical company. Should you have any other questions, please do not hesitate in contacting me at 954-275-3969. Sincerely, rF 43 al Yoshid GC Date S�OR� �.. �... Miami Shores Village r� wilding Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE'COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION(EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACEf.(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTIONI YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 ■s����as�reascao�oes�es�■e����■ave�ee�e��c��a�����u���e����e����������������������������� COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Godly Electrical Services, Inc. BUSINESS ADDRESS: 10002 NW 46t Street CITYSundse STATE Florida ZIP CODE 3.3351 BUSINESS PHONE: 9t�) 560-4234 FAX NUMBER(9� 791-8896 CELL PHONE(9� ) 560-4234 QUALIFIER'S NAME: John K. Vittie QUALIFIER'S LIC NUMBER: 07EOOI2415 E-MAIL ADDRESS(IF APPLICABLE): john.Godlyelectdcalservices@Gmail.com Created on 3119109 BY MLOV 1 RV 3126109 MLDV x x x x 7IC x x x x x x x x x X x 7: x x � MIANI140 W.COUNTY FlaglerACOLLECTOR Street Miami, Florida 33130 Please keep your receipt for future reference. Thank You and have a nice day. 3/1/2013 1300/227/OOICLAA 0037-0001 Last Seq.#:0001 WI i.BT#:11 17$37.50 Loral Business Tax CA $40.00 CHANGE $2.50 MIAMI-DARE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W• Florrida St- - ist Floor Miami, 33130 TEMP,Y:;RECE'�PT 20i2R.2013 C-O'k AS H MUNICIPAL CONTRACTOR TAX Local Business Tax#:x.1.641738-04 State/CC#:07EO01245 Issued to- GODLY ELECTRICAL SERVICES INC f e of Business: ELECTRICAL CONTRACTOR RESTRICTED TO. .:MIAW5fi#ORFS: t THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX PERMIT YOUR OFF -REkIPT WILL BE MAILED TO YOU'WITHIN 10 DAYS FROM TK VALIDATION DATE ON THIS RECEIPT. Miami- gCountyTax aCertified CollectorAbove Mmipad S C tR R C A R R S R G a R 5 S C S R O T000/TOOO %V3 VZ:VT £T03/T0/£0 scam R'�3+�r"x;6^.(�;.:!I7•,��J 4l•�r•�:�vl. �.. �„• e�€. tk�. ,� � t`; �',�. ... FLO app � ° � i F• � � vr�.� �' t �� ;`' 7� M�. :s '.'c3 t .��✓"y i� s '$'.� t\ jaz•. �" � - i`L5 Y,• .t• :� .. b•'a ,? >:...�, .at.. :�:. ie_. SOM L1081702057 :..�.. p 7� Wider the-`Ib `rovi�iOno of Chapt, E pirati_pa dato: AUG-:3.1,.,.?01g {{. IVITI,�LT E CP mic `VITT IL{��fCall� �Y-'�y�w.nT� :i Q , ',(['J7L's��` r''Y.�,*• �, i •" t �rt1 ; '� �, 'V'VilAl+i'L� RC SA M' ""i7 .�4•+fC � .LaY�i yd r „N 1 ` '/ a.i „_ 47 NW 2ND ' t r J ! lc °ate:'.?,. �t• i cp , ,as+£ .ty frI •,I y�' •'t• J$ f 8. T 7 :�E3 :j� (.•: t1'Y. t� FF , 555 �` AOR. �°-' �• _• �- ;•� '�_ , ..:7: SECRICTAIM ,•�" GODLY-1 OP ID:SM CERTIFICATE OF LIABILITY INSURANCE °A02f22°� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreeme s. PRODUCER Phone:863-701-7411 NANME rAcT Headley Insurance Agency,SF. Fax•863-701-7417 PHONE F 3544 S.Florida Ave NI: Lakeland,FL 33803 ADDRESS:E-MAIL Scott Headley INSURER(S)AFFORDING COVERAGE NAIL$ INSURER A:Accident Insurance Co INSURED Godly Electrical Services Inc INSURER B: 10002 NW 46th St Sunrise,FL 33351 INSURER C: INSURER D• INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS.SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MLTR SR RDDL SUBIR POLICY EFF TYPE OF INSURANCEIN&go& POLICY NUMBER M1LILIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CPP 5000923 01 12/07/2012 12107/2013 pREMISEs Ea ourrence $ 1�, CLAIMS-MADE I ccOCCUR MED EXP(Any one person) $ 5, PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000, WL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( POLICY PRO- ZJER LOC $ AUTOMOBILE IJABILITY COM ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS ED AUTOS SCHEDULED BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERpew $ 1 1111 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WCYTATU TR AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? El N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) Electrical Work w/in Building Fax 305-756-8972 CERTIFICATE HOLDER CANCELLATION MAIMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building ACCORDANCE WITH THE POLICY PROVISIONS. Department 10050 NE 2nd Ave AUTHORI2DRE2RESENTATM Miami,FL 33138 Scott Headley ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD DATE(MMJDDMYY) CERTIFICATE OF LIABILITY INSURANCE ka ` 1 02122/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endoreemerlt(s). PROD Michael D.Holleman Work Comp Associates,Inc. �.a,4, (561)863-9581 (561)881-9745 P.O.Box 33297 AUMM mail@WorkCompAssoc.com Palm Beach Gardens,FL 33420-3297 WSURER(s)axORDwoCOVERAGE Mace MISURERA: BusinessFirst Insurance Company INSURED MMURER B: Godly Electrical Services,Inc. aMURERc: 4712 N.W.2nd Place mreuRERD. Plantation,FL 33317-3144 waURER E. INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD. INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE ANSURANCE 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. LTR TYPE OF INSURANCE INSR W VD I POLICY NUMBER MNUD GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY RENTED- PREMISES(Ea occurrence $ CLAIMS-MADE 0 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GE ML AGGREGATE UMrr APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY $ Ea acddent ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(PeraccideM $ HIREDAUTOS NON-OWNED AUTOS $ $ UMBRELLA LIAS HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ WalDED RETENTION$ $ AND EMPLOYERS'LIABILITY YIN -XJ TORY LIMITS ER ri A ANY PROPRIETORIPARTNERIEXECUTIVE❑ © E.L.EACH ACCIDENT 1,00 0 OFFICEIMEMBEREXCLUDED? Y NIA 0521067940000 3/9/2012 3/9/2013 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(Meech ACORD 101,Additional Remarks Schedule,S more space M reNiuired) 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 WITH THE POLICY PROVISIONS. 10050 N E 2nd Avenue Miami Shores Village,FL 33138-2382 AUTHORIZED REPRESENTATIVE tear! ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD -- .......—__... ———– ' M&POBTAGE PAID WAR%FL PERW r .231 615364-7 THIS M NOTA Btu.—DoN T PAY OLMNESS NAM I LOCATM RENEWAL RECBff No. GODLY ELECTRICAL SERVICES INC CC 0 07E00124S 641738-0 DOIR6 BUS IN DADE CO OWNER GODLY ELECTRICAL SERVICES INC 8".?apo of s RKER/S Tail ($ 1,9#aEOICAL CONTRACTOR 4 MS M Pwwr WR MMM'M VMLM AM ¢a Rea;"T MMM8 IAM OF -ma man, on crm& mm 00 NOT FORWARD PWM AMotiM ��. is RscmwGODLY ELECTRICAL SERVICES INC Y A i sscrr oa TREVOR WALLACE PRIES isniv 4712 MW 2 PL PLANTATION FL 33317 coz.cre�, etrTax 0712412012 rr rr r r!r r r r Ir d fr r t 60100000339 rra aaa atarrataarrratr atdraaaa a at a as ata as t ae a 000075.00 148 SEE OTHM SME CTQB Cmnstrucwn Trades 4 BUSINESS CERTIFICATE OF C(5MPETENCY 1 245 GODLY ELECTRICAL SERVICES INC D.B.A.: AIE JOHN K Is cariitkd under the provisions of Chapter 10 of Miami-Dade Cwnty .s"Iawe rami . `i�OI1O €"I LOBO {S 1 oWI"nwrIo I ARBAB ENGINEERING, INC. CONSULTING ENGINEERS• 3363 NE 163RD STREET, SUITE 701 •N. MIAMI BEACH, FLORIDA 33160•(305)940-3088•FAX: (305)940-3273 February 26,2013 Mr.Norman Bruhn Building Director Miami Shore Village Building&Zoning Department 10050 N.E.2°d Ave. Miami Shores,FL 33138 RE: Acosta Residence Alteration 128 NE"Street Miami Shores,Florida 33181 Dear Mr.Bruhn: With regard to the (3) 2x4 wood columns, partial roof framing plan note ells for (3) 2x4 members, however, section F/S-1 is indicating (3) 2x6. This office revised the section to read (3)2x4 and to match the partial roof framing plan. Section cut G/S-1 is indicated on detail of the ridge beam end connection 2, and we revised the section G to read Section G/S-1. Two revised signed and sealed structural plan S-1 are provided reflecting the aforementioned items. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, t Ali Arbab,P.E. For Arbab Engineering,Inc. P.E.No. 35460 Special Inspector No. 0456 AA/aa C:/AA/ComphanceLetters/acostreviseddetails PO NOV 272012 ARBAB ENGINEERING, INC. CONSULTING ENGINEERS•3363 NE 183tO STREET, SUITE 701 • N. MIAMI BEACH, FLORIDA 33160•(305)940.3088•FAX: (305)9403273 Mr. Norman Bruhn Building Director Miami Shore Village,Building&Zoning Department 10050 N.E. 2 w Ave. Miami Shores,FL 33138 RE: Acosta Residence CITY Alterations M AW 128 N.E. Street Miami Shores,Florida Permit Number:RC-1&12-1908 Dear Mr. Bruhn: The followings are the responses to the Building Department comments: 1 The bearing for ridge beam connection no. 2 is identified on plan. A&§i see ridge bei' im end connection no. 2 with additional vertical support members and straps. The load`on the existing structure remains the same. We are replacing existing deteriorated wood beams with new members. 2 New wood posts and strap connections detail are provided. Please see section F/S-1. 3 Dimensions are added to the floor plan, as per comments. i�UCTU EVIEW l� DATE Sincerely, , Ali Arbab,P.E. For Arbab Engineering,Inc. P.E.No. 35460 Special Inspector No. 0456 AA/aa. C/AA/response to bldg dept/acostares CALCULATIONS r Project: Acosta Residence 128 NE 99 Street Miami Shores, Florida Architect: Smith. Smith Design Corporation Date: 06/19/2012 Additional Calculations Date: 11/19/2012 All computations and written materials herein constitute original work of the engineer and may only be duplicated with the written conseht. MBAB ENGINEERING, INC. DESIGNED BY: AU ARBAB CONSULTING ENGINEERS 3363 NE 163 STREET, SUITE 701 FL P.E. NO. 35460 o NORTH MIAMI BEACH, FLORIDA 33160 PHONE NO. (305) 940-3088 FAX NO. (305) 940-3273 EB NUMBER: 0007488 PE NO. 35460 ��/p 2�'�2 IL --__;-••-s• JOB �� ARBAB ENGINEERING, INC. SHEET NO. II q- of COt1tSUtTtMG ENGINEERS CALCUATED BY DATE_ ;�'. 33813 NE 16310 STfEfT.SATE 701 �f,�y l N. NIAM BEACH. R[ 39160 CHECKED BY DATE (M)9403388•FAX(3051 940.3273 SCALE t i t A ask --�•-. t .-i.- ._ f_ ..j . __. .__, -__ t. �•SSS _ �.r i a .'_ T C rw r , t a > ,f_...& - - ri / cP/ ` r WIND MIAMI-DADE COUNTY,FLORIDA R1 METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 j (305)375-2901 FAX(305)372-6339 ' NOTICE OF ACCEPTANCE fNOA) www.miancidade.gov/buildin cg nde F Nu-Vue Industries,Inc. x 1053-1059 East 29 Street Hialeah,Florida 33013 SCOPE: i This,NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Product Control t Division(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right Y to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing-and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.BCPRC reserves the right to revoke this acceptance, if it is determined by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the 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 Zone. DESCRIPTION:Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-2,sheets 1 through 4,titled"NVTA and NVTAS,NVBH 24 l and NVUH;NVRT and NV fr',dated 02/13/03,with last revision on 07/19/06,prepared by Nu-Vue Industries,Inc.,signed and.sealed by Vipin N.Tolat.P.E.,bearing the Miami-Dade County Product Control . revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. , MISSILE IMPACTRATING:None s LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state.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 t 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. I 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 ofthis entire NOA shall be provided to the user,bythe 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#05-0701.04 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:08-0326.11 MU , Expiration Date: August 21,2013 Approval Date:May 22,2008 Page 1' i Nu-Vue Industries,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-2,sheets 1-through 4,titled"NVTA and NVTAS,NVBH 24'and NVUH,_NVRT and NVTH",dated 02/13/03 with last revision on 07/19/06,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA No. 05-0701.04" • B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing,Inc., signed ' and sealed by C.R. Caudel,PS.and S.E.Black, P.E. 1 Report No. Wood Conagctor Direction Pate 1. PT 02-4073. NVTA Upward 11/06/02 1 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 11/06/02 4. PT 02-3938 NVTA Upward 08/06/02 5. PT 03-4177 NVRT36 Upward 02/03/03 s 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 03-4271 NVRM6-T Upward 03/27/03 f s. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 y 10. PT 02-4096 NVBH24 Up.&Downward 12/03/02 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 k • ( C. CALCULATIONS ,( Report of Design Capacities prepared by V.N.Tolat,P.E. j Product Model No.ofPaues 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. ' "Submitted under NOA No.,04-1202.01" D. QUALITY ASSURANCE 1. Miami.Dade Building Code Compliance Office(BCCO). t )Carlos M.btrFera,P.E. Product Control Examiner NOA No:08-0326.11 Expiration Date: August 21;2013 Approval Date:May 22,2008 i .f SH�r- 3 of 7 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 EMATERIAL CERTIFICATIONS E. STATEMENTS # 1: No Financial Interest and code compliance letter issued by Vipin N. Tolat,P.E.,on 03/26/03 signed and sealed by V.N.Tolat,P.E. "Submitted under NOA No..04-1202.01" 2. Letter to Nu-Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C.F. Font,P.E. "Submitted under NOA No. 04-1202.01" e v G. OTHER 1. Notice of Acceptance No. 08-0326.11,issued to' Nu-Vue Industries,Inc.,approved on 09/14/06 and expiring on 08/2.1/08. i 3 i Carlos M.Utrera,P.E. Product Control Examiner NOA No:0&0326.11 Expiration Date: August 21,2013 Approval Date:May 22,2008 . E-2 f • aa' ABLE 1 TABIC Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS 9th Product Gauge Gauge No of Maximum Allowable Load Ibe R Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS LenProduct Maxknurrt Allowable Load Ibs � Code seat strop fasteners Uplfft Uplift Lt Sin L2 She Length Code age �� No. of . eu9C11 strop Single Usable &Double&Doubt �� seat strap Fasteners Uplift uplift L1 Sin L2 Single 18 NVTA-18 NVTAS 2t2 20 14 1� Strap NVTA Straps' Strops M20NWA-20 8 NW 212 20 14 0d xeach strg a Double S 3 Strips NVT 18 NVTA-18 NVTAS 214 20 1'4 S 737 1514 250 500 8 NVTAS 214 20 14 S 1032 2236 250 aim 20 NVTA-20 NYTAS 216 20 14 8 80S 1810 250 S� 6 1127 2254 385 365 7 854 1708 250 500 NVTAS 216 20 14 22 NWA-22 WAS 218 20 147 1136 2272 320 630 8 902 '1804 250 500 22 NVTA-22 NYTAS 218 ZO 14 6 1144 02288 520 630 24 NYiA-24 NyTAS 220 2014 9 951 •1902 250 500 24 NVTA-24 NVTAS 220 20 14 9 1153 '2306. 520 630. 28 NWA-26 NVTAS 222 20 14 10 999 '1998 250 500 520 10 1161 '2322 830 11 1048 '2096 250 Wo 26 NWA-25 WAS 222 20 14 28 NVTA-26 NYTAS 224 20 14 11 1170 '2340 520 830 12 1096 +2192 250 500 28 NVTA-281 WAS 224 20 14 30 NWA-30 NVTAS 228 20 14 13 1145 '2290 250 550D12 1178 •2356 520 630 30 NVTA-30 NVTAS 226 20 14 13 1187 '2374 52036 NVTA-36 NVTAS 232 20 74 14 tt93 '22� 250 5� 36 NVTA-36 NVTAS 232 20 14 'Mote: For 8 or more nags per strop.use 48 NVTA-48' NVTAS 244 20 14 'Nota For 8 or more nabs per stop, use double truss for double straps. double truss for doubts straps. 48 NWA-48 NVTAS 244 20 14 � Perymdiodw �s1hwYeMfMluAtt to wall General Notes: �r�. 1.steel shall conform to ASTU A653,strucbual grade 33 t18n.yield 33 kw)and ekt*a �` _ a m6ilmum gdvamhed coating of a 60 par ASTM A525. t - 2.Allowable loads are board an National Deming specification(NDS)for wood Reinfarcemente Required construction.200'1-Edition and Fkddc Building Code 2004, µ� - 2r . a 1 DaBign.loads dre for Southam Pine specks with o speaNk gravity of 0.55. v.. . Atlowble loads for other speaks eh�be adjusted acaordinglk �WN " 21. MB. Concrete Tic.Booma4 Nab wiles ure based m NDS table 1tP,G�0.55 for common wire nab end 7tawou i L1 or Tic Bean formed haw been reduced to Penetration Depth factor CD. NVTAS 1 . with concrete 1BIed p S Allowable look for wind uplift hove already been increased br a duration rm� �srei► Nara Dia. 4, factor of 1.6 for Doctor nobs. 33%steel stress tooreeae b r ueod in the 1" NVTA,tabulated waves. WIN N. TOLAT, PE (CIVIL) r-7 A, NVTAS FL. REG. #12847_8.Atlaobte trade for more than one dtrection far a single connection uxnnat be. 15123 LLA �N77CRE �E added together.A design load which am be divided into components lr thedkeatims given must be evoluaW as fosowc + t+ Industries, Ina. 7.Alorcble loads are based m 1}"thick woodmembersunless otherwise noted 1053-1O59 East 29 Street & AN tic beams and spouted concrete masonry shal.ca poly with chapter,19comply tin sonry shell be a min.of 2500 pal.Concrete masonry:abrtl Hialeah• Florida 33013 and 21 of 2004 FBC.concrete far tie beams and grout and nota•for concrete 0 H ' Vel PµDriE ( 694-0367 mawith AST1d - _ FAX (305)694-0398 MtN 4 NVTA AND NVTAS TRUSS ANCHORS 9.Ail teats have been,conducted In oxcrdonee with ASTM p-1761. Ebb. NVTA t" DWG �Sh7eet: te: Revisions:=.200.3.t3,2003 Jan.t0.2006 ,nay rel.zoos TAaLE NVBH 24 BUTTERFLY HANGER NVUH 26 JUST HANGER FASTOM ALLOWAUH SMMLE LOADS(roe,) ALLOWAME LOA"(Um) fStAvfrY LOAus 8 GRAM° tt ` ,� 2a NYBH2 18 t2 8' 1113 2,:6 14 � t0 2233 1213 Notax Notes 1•use,ON weaned feate°ars to oehad,"to eshi" 1•mad 3.Sn,a--"bNfasteners U+.sdm"a to eahb"Values 3.Vilma are rie se oo header end JoMdthfolmaea 2 Yduea ore hoed as 3'header Amen and 1p Joist bMmsss. otes,Shalt t. 3 See 0—d Notes,Shoat I. i11,llwlda SYMK@ Mid Spon �y � SYhM-0 Mid Spon 2r �UPUFT o a � ° Q o eon ° a • ° . a a • • o • • • � ' - • O 5� �Qf7 • Y � - • d a•o or Ar 3f it it OdkQ' • VIPiN N. TOLAT, PE(CML) lobs ° ' DOWNWARD LOAD FL REG, S 12847 DOWNWARD LOAD . ° 15123 LANTERN CREEK LANE • ° HOUSTON. TX 77068 Pmdoet a • OrN U— VU 2 Zstr;.tna ' 1053-1059 Ead 29 Stmt Mwed.Rwhb 3= tg 2rel' PFAX(M) )8944-CM NVBH 24 AND NVUH 26 HANGERS DWG #: Shoot: Dote: Rariadan &ly 7=3 a+ne t9i,mos • (VU— 2 of 4 REB.i3, Jan,40,70116 ' ..,.. _ ...•..:1.'..a'::......i,ss.uyrt.r...w..:� . .a.w�..;:e*+••.*- ,..-:•..-c+.c.-�.�m-,...-.....,..,, .®...,,..�..,,.n- r TABLE 5 TABLE 6 NVRT Flat and Twisted Rafter Ties NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Fitted Masonry Length Product 16d Fas#eners Maximum Uplift Lood (lbs} (in) Code Gauge TOTAL Length Product Gouge No. of 16d nags No. of }' diameter Maximum Uplift Fiat Ties Twisted Ties (m} Code g to Wood Framing Topcons to Concrete Load (lbs) 12 NVRT-12 14 B 4 725 724 12 NVRT-72 14 4 6 16 NVRT–t814 to 3 861 88a 5 7 86 12 6 16 NVRT-16 14 898 996 18 NVRT-18 14 14 7 6 8 1735 1132 18 NVRT--18 14 7 9 1125 20 NWT-20 14 20 NVRT-2D 14 > CrR 22 NVRT-22 14 11allisill ul 22 NVRT-22 14 11 4• . Gy •�0 24 Nte2T-24 14 24 NVRT-24 14 or .. Rodwtpose�oi 30 NVRT-3Q 14 30 NVRT-30 14 0 1' p 36 NVRT-36 14go 36 NVRT-36 14 ralYWta 1 a 1 " 48 NVRT»48 14 Aer6➢aw� a 48 NVRT-48 14 _ Notes: NVRT Anchor Notes _ Old" Holes dia. {" I- Specify'F'for Flat and 'T'for Twisted when ordering, t. TTW topcons shall be embedded a rin@num of 1j.into concrete 2. Fcstanor values ore based on a minimum 1;*thick wood members. tlebeam or ttebeam formed with concrete tpled masonry.ITW topoone shop Do not 3. •indicates no. of nova in each Connected wood member. have a min.edge distance of 2}and minimum gmch g of 11'as shear, Use&clod 4. See General Notes.sheet 1. 2. Sea Genal Notes.sheet 1. helm UPLIFT 3 AD topcans must be in the sane row space at 14'on centers. 16d # Do not use holes in the opposite rev. Strop must be long enough to accommodate required tapco ns. o rTapcons 0 • • • • • • s • 1' ..•kti •ir:. L—_— LENGTH I "TTTTT + 9V�a VIPIN N. TOLAT, PE(CIVIL) See o 0 FL REG. f 12847 Note y3 s. 1 15123 LANTERN.CREEK LANE ,'a`'•• HOUSTON. TX 77068 HALF HALF Connected U-Vu e Industries, Inc to trues �( , f�% jam(/ iDS3-1059 Eaat 29 Street Hialeah. Florida 33013 • • • 2j"MN. edge.stance GPG PHONE (305)684-0.397 i- LENGTH FAX (303) 684-0398 1 Reinforcement required �Lr1 NVRT FLAT AND TWISTED RAFTER TIES 1%Doom formed with DWG ; Sheet aeTRGV5310-rI`sr:J-LAy2003 concrete filled masonry orJame15.2006 concrete tie boom Jan.t0.2006 July t9.20p6 r TABLE 7. Truss Anchors NVTH �U. H nTruss Pit. Length Product Gauge Gauge a of Fastener Maximum Uplift Loads (lbs) V_ 6otttarn d,oro (in) Codeseat strdp in each Strop S'mgie Strop Double Straps 10d x 1.5' on on f Rfor�ants�� 12 NVTH-16 18 14 Single Truss Double Truss am�;r N 14 NVTH-18 18 f4 5 1032 2064 6 1222 .2444 16 NVTH-20 18 14 7 �N-Ir 1275 2550 EXffi Truis ° NVTH ' " ` 18 NVM--22 18 tq 8 1329 2658 or Tic So=fore Me rmmed with*CrWate filled 9 1383 2766. MCM"ry 2O NVTH-24 18 14 70 1437 2874 22 NVTH-26 18 14 11 1490 2980 24 NVTH-28 18 t4 12 1544 3088 13 1598 3196 26 NVTH-30 18 14 to transfer l . bottom chord - 32 NVTH-36 18 14 Reinforcements 44 NYTH-48 18 14 Required O • 5•, Q • Napa on Front&Bock f1i lis be off centered O Double Truap or crates Tie sawn VVIPIN N. TOLAT, PE (CZM) Hores Dia: Double Truss or Tie Berm formed FL BEG. $ 12847 Q with ewurete faced 5 Nous d front{Min.) 1612$LANTMW CBEEK LANE maeomy Naps 10d x 1 S' HOUSTON,'T%77068 NVTH PRGDMRSMWED wtbaellvl� ..,.d11L u=Vu e Fadus}rtas, Inc. 2059-1069 East 29 Street 12"141 Ing 7 J 2+ 64�6 Pho (30 9 1 Parc 906 Odom NM ANCHORS - D1rG $ Sheet: Date: Revisions ! 1 F r• I � 33y: ARBAB ENGINEERING, INC. CONSULTING ENGINEERS•3363 NE 163RDSTREET,SUITE 701 •N. MIAMI BEACH, FLORIDA 33160•(305)940-3088 •FAX: (305)940-3273 October 4,2012 Mr.Norman Bruhn Building Director Miami Shore Village Building&Zoning Department 10050 N.E.2nd Ave. Miami Shores,FL 33138 RE: Acosta Residence,Alteration Ad03 128 NE"Street VA Miami Shores,Florida 33181 Dear Mr.Bruhn: Ail 3 With regard to the new ridge beams replacing the deteriorated existing for the above described project,the triangular space above the ridge beam and below existing 1x6 roof sheathing will be filled with continuous solid blocking in order to eliminate the gap between the roof sheathing and the top of the proposed new ridge beams. The blocking will be attached to the top of the new ridge beam with two rows of 16 d nails at 6" c.c. staggered and each continuous 1x6 sheathing roof members will be connected to top of the blocking and ridge beam with two rows of 16 d nails @ 6"c.c. staggered Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ali Arbab,P.E. For Arbab Engineering,Inc. P.E.No. 35460 Special Inspector No. 0456 AA/aa C:/AA/ComplianceLetters/acostaridgeblocking ,• r CALCULATIONS Project: Acosta Residence 128 NE 99 Street Miami Shores, Florida Architect: Smith. Smith Design Corporation Date: 06/19/2012 All computations and written materials herein constitute original work of the engineer and may only be duplicated with the written consent. MBAB ENGINEERING, INC. DEALT ARD BY: CONSULTING ENGINEERS AL1 ARBAB 3363 NE 163 STREET, SUITE 701 FL_ P.E. N©. 35460 NORTH MIAMI BEACH, FLORIDA 33160 PHONE NO. (305) 940-3088 FAX. NO. (305) 940-3273 I '� EB NUMBER: 0007488 PE NO. 35460 T ® 2., f a MECAWind Version 2 .1. 0. 6 ASCE 7-10 Developed by MSCA Enterprises, Inc. Copyright 2012 www.mecaenteiprises.com Date : 6/19/2012 Project No. --- - - Company Name : Arbab Engineering, Inc. Designed By : as Address : 3363 ME 163rd Street #701 Description : Acosta Residence City : North Miami Beach Customer Name : Smith Smith Design Corp. State : Florida Proj Location : File Location: Y:\Drivez\2012 PROJECTS\ACOSTA RESIDENCE\CALCULATIONS\ACoSTA ROOF WIND-2.wnd L 'p g. oof 1 1 1 ! Shmm 1 t 1 1 1 1 �} I �1 4 I t 1 1 1 1 1 1 `q. 4 1 t 1 t 1 1 3: 1 1 31o2w13 a Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon.ASI) Design, with a Load Factor of .6 Width of Pressure Coefficient Zone man a 4 ft Description Width Span Area Zone Max Min Max P Mia P tt ft ft"2 OCp GCP Psf psf -------------------------------------------------------------------------- Roof 1 3.17 3.17 10.0 1 0.50 -0.90 27.99 -44.48 Roof 2 3.17 3.17 10.0 2 0.50 -1.70 27.99 -77.40 Roof 3 3.17 3.17 10.0 3 0.50 -2.60 27.99 -114.46 Wall 4 3.17 3.17 10.0 4 1.00 -1.10 48.59 -52.71 Wall 5 3.17 3.17 10.0 5 1.00 -1.40 48.59 -65.05 Khcc:Comp. & Clad. Table 6-3 Case 1 1.03 Qhcc: .00256*V"2*Khcc*Kht*Kd 41.19 psf t a Z MECAWind Version 2 .1. 0 . 6 per ASCE 7-10 Developed by AICA Enterprises, Inc. Copy3jght 2012 www.mecaent:erprises.com Date : 6/19/2012 Project No. Company Name : Arbab Engineering, Inc. Designed By : as Address : 3363 NE 163rd Street #701 Description : Acosta Residence City : North Miami Beach Customer Name : Smith Smith Design Corp. State : Florida Proj Location : File Location: Y:NDrive2\2012 FROOECIBNACOMM MwXVZTCS\CALCO1AT1=SNAC0M RWF WIM-2.wad Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph 'Structural Category = II Exposure Category = D Natural Frequency _ N/A Flexible Structure _ No Importance Factor - 1.00 Kd Directional Factor _ 0.85 Damping Ratio (beta) 0.01 Alpha = 11.50 Zg = 700.00 ft At _ 0.09 Bt 1.07 Am = 0.11 Bm - 0.80 Cc = 0.15 1 = 650.00 ft Epsilon 0.13 Zmin 7.00 ft Slope of Roof 3.76 : 12 Slope of Roof(Theta) 17.39 Deg Ht: Mean Roof Ht = 13.96 ft Type of Roof Gabled RHt: Ridge Ht _ 17.17 ft Eht: Eave Height = 10.75 ft OH: Roof Overhang at Rave= 0.50 ft Roof Area 2556.00 ft" 2 Bldg Length Along Ridge = 59.50 ft Bldg Width Across Ridge= 40.00 ft Gust Factor Category I Rigid Structures. - Simplified Method Gustl: For Rigid Structures (Nat. Freq.al Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete !Analysis Zm: 0.6*Ht 8.38 ft lzm: Cc*(33/Zm)"0.167 _ 0.19 Lzm: 1* (Zm/33)"Epsilon = 547.62 ft Q: (1/(1+0.63* ( (B+Ht)/Lzm)^0.63) )"0.5 0.93 Gust2: 0.925*( (1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) w 0,89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/_0,18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems r• • `r i s r a n Z lie B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) 1.00 Qh: .00256*(V)"2*I*Kh*Kht*Kd - 41.19 psf Cpww: Windward Wall Cp(Ref Fig 6-6) - 0.80 Roof Area 2556.00 ft"2 Reduction Factor based on Roof Area _ 0.80 MwFRS-Wall Pressures for Wind Normal to 59.5 ft wall (Normal to Ridge) Wall CP Pressure Pressure +ACpi (Pat) -Gepi (Pat) --------------- ------ ----------- ----------- Leeward Wall -0.50 -24.92 -10.09 Side Walls -0.70 -31.92 -17.09 Wall Slev Ks Kst gs Press Press Total ft Pat +GC4?i -Gcpi +/-Gepi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 17.17 1.05 1.00 42.17 21.26 36.09 46.18 Note: 1) Total = Leeward GMi + Windward OCPi Roof Location CP +GCPi(pat) -GCPi(Psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.46 -23.52 -8.69 f Windward - Max cp 0.02 -6.71 8.11 Leeward Perp to Ridge -0.55 -26.67 -11.84 overhang Top (Windward) -0.46 -16.11 -16.11 overhang Top (Leeward) -0.55 -19.26 -19.26 overhang (Windward only) 0.80 28.01 28.01 MFRS-Wall Pressures for wind Normal to 40 ft wall (Along Ridge) Wall CP Pressure Pressure i +OCpi (put) -ocpi (Pat) ---- ---------- ------ ----------- ----------- Leeward Wall -0.40 -21.51 -6.68 'i `i Side Walla -0.70 -31.92 -17.09 Wa11 81ev xx xxt qa Preis Press Total ft pof +Gcpi -G pi +/-Gepi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 17.17 1.05 1.00 42.17 21.26 36'.09 42.77 Note: 1) Total = Leeward GcPi + Windward GCPi Hoof - Dist from Windward Edge CP Pressure Pressure +Gcpi(psf) -Gcpi(psf) - -7^ - - .. ^----___ _--- ` 893 -a410 ---- -- oo ft too ft -0.90 -3 7.0 ft to 14.0 ft -0.90 -38.93 -24.10 14.0 ft to 27.9 ft -0.50 -24.92 -10.09 27.9 ft to 59.5 ft -0.30 -17.92 -3.09 i i. `r JOB ARBAB ENGINEERING, INC. SHEET NO. 3' O� 2 • CONSULTING ENGINEERS J�W 3363 NE 163' STN�fCALCULATED BY DATE_& , SUITE 701 GGrr N. MIAMI BEACH, FLORIDA 33160 CHECKED BY DATE (305)940-3088 •FAX: (305)940-3273 SCALE 429 00.1 IRS R.M, 10A.-b- X Ga v c _ 1 XX 6Y Tv c. A ) C0 X 1 t-Ao�11inJ ttD 2. 144 , J sx x. . 4 Lo. h Y JOB �.nb,i�f- � f • ARBAB ENGINEERING, INC. SHEET No. of CONSULTING ENGINEERS �� CALCULATED BY n .� DATE S)j-.�R �+�' 3363 NE 163RD STREET SUITE 701 N. MIAMI BEACH. FLORIDA 33160 CHECKED BY DATE (305)940-3088 • FAX: (305)940-3273 SCALE ;v tqf, T od 3rq � :1 M ►off a 3. ' S f • I ' I joB A dAwdp7'A ARBAB ENGINEERING, INC. SHEET NO. OF 'Z CONSULTING ENGINEERS CALCULATED BY DATE 3363 NE 163RD STREET,SUITE 701 N. MIAMI BEACH, FLORIDA 33160 CHECKED BY DATE (305)9404308B •FAX: (305)940-3273 SCALE JD M silo ti 7�f Ljr ' 440 zo :&3 go a X 2X.,— _ ._ .�0,7-wove Xis 10 .]C) 7L Nc .�� 1rt9 ' le)Ev2 . P&A i •1 ,?• ©� A6 p6IZ JOB ARBAB ENGINEERING, INC. SHEET NO. OF CONSULTING ENGINEERS CALCULATED BY DATE 3363 NE 163m STREET, SUITE 701 N. MIAMI BEACH, FLORIDA 33160 CHECKED BY DATE (305)940.3088 •FAX: (305)940-3273 SCALE 17 • ®" • is ga Igor ., ch x q 8Jin u . Seo yc17 ✓ER u j o X12- LAft LNA , r �, ARBAB ENGINEERING, INC. .los �TJI. SHEEP No. CONSULTING ENGINEERS 3363 NE 163'a STREET, SUITE 701 CALCULATED BY DATE_a4.1 ,- N. MIAMI BEACH, FLORIDA 33160 CHECKED BY DATE ✓/' (305194G,9088 •FAX: (305)940-3273 SCALE Ove-- 4 4 To VIt-fT. -t0c- 0 S4 vSoo XI? R, ' a. r,5*40 'F/l, h 4�o X17 't-- � t i i ' �t JOB — 1l- — . _ ARBAB ENGINEERING, INC. SHEET NO. f � -OF.--. CONSULTING ENGINEERS . • 3363 NE 163"°STREET, SURE 701 CALCULATED BY DATE N. MIAMI BEACH, FLORIDA 33160 CHECKED BY DATE (305)940-3088 • FAX: (305)940.3273 SCALE V. 'h 1.Nv/ owl P � 4 b AA414CA W/ : 1 N ,,o, I SJ*440 v1�, SH+ ll. 461 714 JOB .- ARBAB ENGINEERING, INC. SHEET NO. I bF • CONSULTING ENGINEERS fQ � 3363 NE 163 STFEEr, CALCULATED BY SUITE 701DATE N. MIAMI BEACH. FLORIDA 33160 CHECKED BY DATE (305)940.3088 •FAX: (305)9403273 SCALE c 4 �1� 17 mow AIO .�--� O ► L . vPip � bC�.;� t, eve . ,3 1 9 ,q ) ).v 0 oo,� _ Six 6 G M1 M� F` ..... MIAMI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODITCT CONTROL DIVISION MIAMI,FLORIDA 33130.1563 (305)375-2901 FAX(305)372-6339 NOTICE.OF ACCEPTANCE (NOA) www.miamidade.aov/buildingcode Nu-Vue Industries,Inc. 1053-1059 East 29 Street r 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 by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other,areas where allowed by the Authority Having Jurisdiction(AIV). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control' Division(In Miami Dade County)and/or the AIH(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,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.BCPRC reserves the right to revoke this acceptance, if it is determined by Miami-Dade county Product Control Division that this product or material fails to meet the requirements of the-applicable building code. This product is approved as described herein,and has been designed to complywith the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:series NVTA,NVTAS,NVBH,NWH,NVRT and NvTII Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-2,sheets I through 4,titled"NVTA and NVTAS,NVBH 24 and NVUH,NVRT and NVTH",dated 02/13/03,with last revision on 07/19/06,prepared by Nu-Vue Industries,Inc.,signed-and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice ofAcceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. MISSILE,IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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.a#Fecting.tha 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 autDniatically 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 c distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA renews NOA-#.05-0701.04 and consists of this page 1 and evidence pages El and E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No:084326.11 Expiration Date: August 21,2013 Approval Date:May 22,2008 Page 1 8 t 13 a ` Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ` E A. DRAWINGS 1. Drawing No.NU-2,sheets 1 through 4,titled`NWA and NVTAS,NVBH 24 and NVUH,NVRT and NVTU",dated 02113103 with last nrvinon on 07/19!06,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. "SubmNed underNOA No.05-0701.0411 r B. TEST Test reports on wood connectors per ASTM D1761 by Product Testing,Inc.,signed and sealed by-C.R. Caudel,P:E.and S.E.Black,P:E. RevortNo. wood Connector ector a tion Mal fta 1. PT 024073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 024074 NVTA Upward 11/06/02 4. PT 02-3938 NVTA Upward 08/06/02 5. PT 034177 NVRT36 Upward 02/03/03 6. PT 034202 NVR13&T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upward 03/27/03 S. PT 03-4370 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBH24 Up&Downward 12/03/02 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 Report of Design Capacities prepared by V.N.Tolat,P.E. Product Model No.ofPaM_ Date Signature I. NVBM24 7 through 8 05/05/03 V.N Tolat,RE 2. NVRT 9 through 14 05105/03 V.N.Tolat;P.E. 3. NVTA&NVTAS I-through 6 05/05/03 V.N.Toia�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. "Submitted under NOANo. 04-1202.01" i e D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). S or arlos M: ra,P:E. Product Control Examiner NOA Nos 08432611 Expiration hate:. Augnst 21,2013 Approval Date..May 22,2008 E-1 S f. f Nu-Vue Industries,Inc. +4 r :i NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'MD 4,5 EMATERIAL CERTIFICATIONS w K STATEMENTS I. No Financial Interest and code compliance letter issued by Vipin N.Tolat,P.E.,on r 03/26/03 signed and sealed by V.N.Tolat,P.E. "SubmiUed under NOW No. 04-1202.01 2. Letter to Nu-Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C.F.Font,P.E. "Submitted under NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No.08-0326.11,issued to Nu-Vue Industries,Inc.,approved on 09/14/06 and expiring on.08/21/08. Carlos hL Utrera,P.E. Product Control Examiner NOA No:08-0326.11 Expiration Date: August 21,2013 Approval Date:May 22,2008 E-2 i TABLE TABLE Trues Anchors NYTA and Riveted Truss Anchors with Sept NVTAS Truss.Anchors NVTA and Riveted Trues Anchors with Sect NVTAS H Product Code Gat9e Gauge No. of Mmdrrwm Allowable Load lbs • Product in seat strap Fasteners t}t UpSft 11. Lea tie Gauge Gouge No. of ABowabla Load lbs each shop Double Dau O (� �a seat strap Fasteners iJpiift UPS L1 a LZ Ll 16. MA-18 WAS 212 20' 14 1Od Strap N� Str S 60ch strap la &D bio&EM�itbi ops SAS 16 NWA-19 WAS 212 20 14 10d x 1.5' Strap o s' Straps Straps 18 NVTA-18 NVTAS 214 20 14 S 757 1514 2M 500 18 NVTA-18 NWAS Z4 20 14 S 1032 2236 250 500 • 20 NVTA-20 NYiAS 216 20 14 6 805 5810 230 S00 8 1127 2234 385 �9 7 854 1708 250 500 20 NWA-20 NWAS 216 20 14 NYTA-22 ,NvrAS 218 20 147 1138 2272 $20 630 B 902 -1804 250 9m 22 NYM-221 NWAS 218 20 14 6 - 1144 X2288 520 630 24 NWA-24 NVTAS 20 20 14 9 951 -1902 250 S00 24 NYTA-24 NYTAS 220 20 14 9 1153 -2308 g20 630 26 NV1A-26 N1RA4 222 20 14 10 -IM 250 50010 1181 -2322 520 830 it 10{8 -2M 1 250 500 26 NVTA-26 WAS 222 20 14 28 NYTA-28 WAS 224 20 14 11 1170 -2340 520 630 t2 .1096 -2192 290 900 28 NWA-20 NVTAS 224 20 14 12 1178 42356 520 630 30 NYfA-30 NVTAS 226 20 14 13 1146 +2290 260 300 30 NVTA-30 WAS 226 20 14 13 1187 42374 520 830 38 NWA-38 NYTAS 232 20 14 14 1183 02290 250 900 36 WTA-36 NWAS 232 20 14 -Note: For 8 or mon nd%Par strap,use 48 NYTA-46 NWAS 244 20 14 4I'Wa: For 8 or mere Wiper strap.use WAS 244 20 14 doubie in=for"me straps, doubt truss for doubts 48 WA-48 . 1 i I�Mis to Perpendicular Centro Notm " I-Stsd shelf 001 AM to ASTM Alin sbaaWrat grade 33(Min.Jtdd 33 kd)cod itirlt(bs a onkttman gdvmkhed matIR2 Of 0 50 per ABM A624 2-AV***$wale aro based on NofforW Dosing epeo8iaadem(NOS)hr wood NFRNeinfarm"onts Retpkhedoomtructba.2001 EdMm end Flatda&Ming Cods404. H 2k�'3-owabla k�hr are�Smo mn P4u species with a sp«d90gravityofo59wW be cgkatad 4" 2j. MWAIL 4.Nd valuav ep biped ak NOS table i1P, 055 fiv eamman wire nabs a d NYTAS t ���lle fi phave been reduced far Panetratav Depth footer toWdl w1 Tie Beam fanned to wc6 wNh earoasts}Bloc p S Albsebw foods for wind uPM hove alrsedy been Umsased by a dao8en lfWtlfBm Haft Dia t3 faktar of 1.8�� WON rdL 33X s" ese tnause takdated sese is net d o the 1• NINIsIIa)Ch NVTA, NVTAS VFW N. TOLAT.PE(OPAL) �t o 1 1 8 Albeobls foods for atop than cis dtrsetien for a akkgis amuatton 0.,, b. FL REG. 6 12847 added together.A design wad which am be divided WO aampa:mvbe kt toe 13123 LANTERN#128 CREf}C LANE dtrsa6ans Om must ibe o duatsd se fagowa HOUSTON, TX 77068 +tom. f+ . akta Nu- Q 7.A1lawabia foods are based an lr thick wood mmnbers unfem atherwtse noted • U�+ lrtduatriea. inc. B All 8e beamand rpeuted oenmete maeanry shageamply rlth 1053-1059 East 29 Street droctGM is e 6 Hialeah.Florida 33013 and 21 of 2004 FBt«Conente for W bsants and Sit and mater for eoeaate H tie PHONE (3t�694-0397 CK shop be o mon o1 2500 pd.Concrete maeakxy sh aaf@dy wkh ASM FAX (305)694-0398 9-All tests have bean conducted in eccadwm with AM D-1761. M 4 NVTA AND WAS TRUSS ANCHORS DWO / Sheet Data Revhfioas k4y 77 2t� NVTA 1- NU— 1 of 4 �a a 200, Joe,Y is 2ooe IABD 4 NVBH 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER FASTENER ALLOWABLE FASTENER SCHEDULE Loans(!ba) SCHEDULE Au owABtE LOADS(lbs.) GRAVITY LOADS a H tx i,RA DOVMWARD S WIND oUPLffT x8AD [2X4NV9H2 18 12 6 1113 2x8 NVUH26 14 20 10 2233 1213 Notes: 1. Use s,6Notes: indkzted���fasteners in schedule to achieve values /.Use all specified fasteners in schedule.to achieve values 2 Ndues are based on 1r header,and Joist thkdmess, indicated 3. See Genual motes,Sheat/. 2. Values are based on 3"header thickness and 1j" Joist thickness, 3.See Genmd Notes•Sheet 1. Miir09a SYMM-0 Mid Spon SYMM.0 Mid Span 21' �UPUFTflea ; err o o twWko o � o t f O O O o f o a �OQO O • • O O f e • � r O ass, • • • • 0 5} • f o 17 ®f 0 Q a•a 2—jr • ' 3}" 2} 1� • • VIPIN N. TOLAT, PE (CIVIL) Aerspe.aelveQ a .tl DOWNWARD LOAD FL REG. # 12847 DOWNWARD LOAD 15123• f • • • HOUSTON,LANTERN 7CREEK LANE • o f • f o 21 or . N u—Vu e Industries Inc. f 1053-1058 East 29 Street Hkdeah,Florida 33013 1� 2 Z��,G (305)614-0397 (305) 694-0398 NVBH 24 AND NVUH 26 HANGERS DWG ¢. Shee]DoteTR-y, sians JWy 7.2003 Juee .NU— 2 of9 t� TABLE NVRT flat and.Twisted Rafter Ties 6 NVRT Twisted Rafter Ties to Concrete Tie Beoms t Length Product Gouge 15d Fasteners Maximum Uplift Load (lbs) or Concrete Filled Masonry (in) Code Length, Product No. of 16d nails No. of diameter Maximum Uplift TOTAL Fiat Tias Twisted Tics (g�) Code Gauge to Wood Framing Topcons to Concrete Load (lbs) 12 NVRT 12 14 8 4 725 724 i2 NVRr—tz i4 4 6 722 16 NVRT-16 14 10 5 861 860 16 12 6 NVR7 t6 14 5 7 888 ti98 9g6 18 NVRT-16 14 t+ 7 1135 1132 6 8 981 18 NVRT--18 14 7 8 1125 20 NYRT--20 14 20 NM-20 14 22 NVRT-22 14e/1uMM • 1» • 22 NVRT-22 14 eNo 0 2 24 NVRT-24 14 24 MT--24 14 30 NVRT-30 14 30 NVRT-30 14 11» o 38 NNAT-16 14 36 MT 36 14 48 a 48 NVRT-48 14 4— Notes: NYRT Anchor Sped}r•F"for Flat and"'i'for Tw1stad when ordetng. NOS wrsr Holes dia. t}° 2 Fustenat vcuee aro t. ITW tapaam df d be embedded a anhtrn m of f�•Into comorete troeed en a minYnum 11"thick wood membom ttebeam or tieboom formed with owwrste 1IW masonry, ITW topoom shop Of aDo net 1 •Ind have a mho �y no. AdoInsod+conrsctad wood member. �dbtanros M 2�and minimum g of 1 'm mown, tJee airdad 4• See General Notes,ainaet 1. 2.See Gekea(Notes,sheet 1. helee UPLIFT 3. th mkst be in the came row ePooe at 7X1 on dentes 16d n use 0o not use Notes in �e oppatta rook Strop must be long enough'to oaowrmrodate roWlred tapoors. 'Tapoons 'L LEN04 I A• ... �� M I REN.G.OLAT. 7PE CIVIL) Note 15123 LANTERN CREEK LANE jilr HOUSTON, TX 770613 •F• HALF ( �Coratected � u—Vu a MNaa, dustirrc ! 1053-1059 East 28 Street VOW 1. H aieah.Flory 33013 21'Mtm.edge dletannce �j. v f f- tF6tl;Tii Reinforcement regatred 884-0388 2� NVRT FLAT AND TN9STED RAFTER TIES O '!armed DWG Sheet Dote or Revielons:Ao 7.2003 eoncrote fWed mosommy aornerete ft NU- 3 of 4 tEe.ts,20aT �•Jun i4 2005 • .Rdy to 20p6 a Yom_ V . LA LE Truss Anchors-WVTM Trowpieta regWned t. W to H I Length Product Gauge Gouge o, of fasten MQ*nu- �p1Ht Loads (lbs} twttem dwro ( ) Cade seat strop In ea o0t St sine Strop i0d x 1.51 ion Double Stress Rf >areetnants 12 NYM-1S on 18 14 Single Truss Double Trus wt as�m•:r H 14 NVTH-18 t814 5 1032 2064 6 1222 2444 • 18 NYT'H-20 18 14 � 1275 Tam. �e Tn a 2550 Ny1}{ tK' Cnnrate 8aam i8 NYTH-22 18 14 8 1329 2838 VIM=fOmied tow9 1383 2788 moaonry 20 NVTN-24 18 14 10 1437 2874 22 MVTH-28 18 14 11 1++0.80 29M 24 NVTH-28 18 t4 12 1344 3088 13 is" to urmfar kd NVTH-30 18 iq 3186 bottom.dwrd �. 32 NVTH-36 1s 14 44• NYTH-48 18 14 jr o 0 NCIh name k4 �• SOCk M�smtw*d o 0eubb Truroor Tta 8eont VIM IL ?CLt4 pg(�pd,� Hefss rJW WU= I sfw"Ied Nets in Fraet(11Fa) ? 12,847 a Nds 10dCam Lam HOW=, 72 77468 NVTH r �}� u—Vuet !b 1(3 1068-1008 East 7E2 vrd Md*o Dire F Shaet: Date: 8evisiana; ' NU-2 4 of 4 JULY t6,E006 4. AN'MIAAMM ill"�l�R! MIAMI-DADE COUNTY,FLORIDA METRO-DADS FL.AGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372.6339 NOTICE OF ACCEPTANCE(NOA) www mlanddade._ov/, jddingcgde Hilti,Inc. 5400S.122 od Avenue Tulsa,OK 74146 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has-bow reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Product Control Division(In Miami Dade County)and/or the AHJ(in arm 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, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described heroin,and has bew designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:HIT HY 150 Max Adhesive Anchor APPROVAL DOCUMENT:Drawing No.543-002-E,titled"Hilti HIT HY 150 Injection Adhesive Anchor",Sheet 1 of 1,dated 04/23/09,prepared by Hilti,Inc.,signed and sealed by Thomas Allan Kolden, P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance (NOA)numberand approval date by the Miami-Dade County Product.Control Division. MISSILE IMPACT RATING:None LABELING:Each box shall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"MiamiDade County Product Control Approved.or MDCPCA',unless otherwise noted herein. RENEWAL ofthis NOA shall be considered.aftera 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 bo displayed in advertising.literature. If any portion of the NOA is displayed, then it shall be done in its entirety. F INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its l distributors and shall be available for inspection at the job site.et the request of the Building Official. This NGA consists of this page 1,evidencepage E-1,as well as approvaldocument mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No:09-0224.06 Expiration Date:May06,2014 Approval Date:May 06,2009 Page 1 F y c � Hilti,Inc. 02/ NOTICE OF ACCEPTANCE• EVIDENCE S�MITt'ED A. DRAWINGS 1. Drawing No.543-002-E,titled"Hilti HIT HY 150 Injection Adhesive Anchor", Sheet 1 of 1,dated 04/23/09,prepared by Hilti,Inc.,signed and sealed 1. Thomas Allan Kolden,P.E. B. TESTS 1. Test report on Tension and Shear.Capacity per ASTM E 488 of%",5/8"and%Pt diameter Hilti HAS Super Rod set in concrete or mansory substrate with Hilti HIT-1IY 150 Max Anchors Adhesive,prepared by Stork.Twin City Testing Corporation,Test Report No.3201020,dated 01/27/09,signed and sealed by Thomas A.Kolden,P.E. 2. Test report on Corrosion Resistance per ASTM G 85,Annex 5 and TAS 114, Appendix E,prepared.by Sub-Tropical'Testing Service,Test Report No.STTS 08002, dated:06/04/08,signed and sealed by Matic Mosbat,P.E. C. CALCULATIONS 1. None D. MATERIAL CERTIFICATIONS L None E. QUALITY ASSURANCE 1. Miami.Dade Building Code Compliance Office(BCCO) F. STATEMENTS 1. Code Compliance letter issued by Stork Twin City Testing Corporation,dated 04/01/09,signed and sear by Thomas A.Kolden,P.E. 2. No financial interest statement for Test Report No.3201020,issued by Stork Twin City Testing Corporation,dated 01/27/09,signed and sealed by Thomas A.Kolden, P.E. 5.5 o9 Carle Utrera,P.E. Product Control Examiner NOA No 09-0224.06 Expiration Date;May 06,2014 E-1 Approval Date.May 06,2009 F 3 HILTI H.�Y 150 AAAX__ Inie�tfon Adhesive Anchor . 0eecdPftn:Fast cute adheshtp anchor system consistktg of a hybrid threaded rod The adhesive is identified as HIT-HY 150 M . moor and a AX from a ocrnpr"BIWe side by side refill pack mortsr is dispensed through a static mixing nozzle. The threaded rods used In U*approval are HILT!HAS S ASTM INFLUENCE OF TEAAPE�i gTURE + A193,Grade B7. The mlydmurn y�strength is 106 icsf and the f orm gw strertgttt is 125 ksl. HAS Super rods are protected from corrosion su({h a minimum 5 pm (0-0002 In.)thick zinc electroplated coating. 120 100 Thomas�A11ab Koiden ALLt3WeeL�I npr� fl4aca Lexo s0s9s ANCHDR EMBEDbdENT 3%psi A ed eONCRETe. ORaUTEDCMU 40 HlLT1, lNC. SIZE. DEPTH S R TENstON 20 5400 S 122nc E Ave 112 4-114 38'17 2217 e Tulsa, OK 74146 � 8 481f7 1 .•• 314 5-wte 71246819 0 50 100 150 200 �` 250 L OEOPMES P 1}In order tc achieve the 21 Ah d ked is based upon kit the=trW tempwr ,f 70,p HILTI HIT Hy 150 1.5 E and a minimum allowable�in concrete,a minimum performance m atm by the terrrpwatrae of ttre,xaaaete 0 INJECTION spacing of 1.0 E shall be observed.-E-equal to embedment Masonry..Sae curve in order to adkist a loads. or ADHESIVE ANCHOR 2}In order b achieve the allowable Ioad In grouted CMU,a minimum edge distance Of 9 Inches and a minimum spacing 1.0 E shag be observed, 3)Avowable toads are equal to ultimate load divided by 4. 4)Conmde block grout shall have a minimum compressive strength of 2000 py1, 5,)Anchor rods conform with ASTM A193,Grade B7, 6)Anchor installation shall be made In accordance with published installation instructions@@CI'� tlptl REVISION DATE: In the HHtl Product Technical Guide. HIT-HY 150 MAS 11.1 OZ DATE: 23 APR 2009 DRAWING: 543-002—E PH IT-HY 150 MAX SCALE, - ry 11.1 Oz SHEET N0. 1 OF 1 HIT-HY 150 MAX 16.9 oz HIT-HY 150 MAX 47.3 Oz rFOROFFICE USE HAS Su er Rod 1/2 x 6-1/2 HAS Super Rod 5/8 x 8 •+••• HAS-SUP 8 Rod 3/4 x 9-5/8' HAS Super Rod 3/4 x 14 ,�