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RC-17-909Certificate of Completion Miami Shores Village - 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owners Subd ivision/Project Construction Type Square Footage Description of Work RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -4-17-909 QUICK EQUITY BUILDER INC NAVARRO SUB INTERIOR REMODELING Contractor Date Issued Occupancy Load Occupancy Type Applicable Code LLORENS CONTRACTING LLC July 6, 2018 2014 FLORIDA BUILDING Location 29 NW 99 Street Miami Shores, FL 33138-2439. 7 Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE -INSPECTION RECORD "t WINDOWS & DOORS INSPECTION DATE STRUCTURAL Attachment ' INSPECTION DATE INSP Foundation Stemwall - -- PUBLIC INSPECTION Slab INSP Excavation Columns (1st Lift)' FINAL ELECTRICAL INSPECTION Columns_(2nd_Lift). __ — - — - DATE Tie Beam - Temporary Pole Truss/Rafters, , 30 Day Temporary Roof Sheathing Pool Bonding Bucks Pool Deck Bonding Interior Framing Pool Wet Niche Insulation 31 /9/(6 ;,,,._ Ceiling Grid �, Footer Ground Drywall , / f V�1,,/Q/7/ Slab Firewall �•� i .,__l1Na l --- Rough- •--- --- _ Wire Lath Ceiling R. ., Pool Steel Roug i Mel' Pool Deck " Final Pool Telephone Final -inal Fence een Enclosure— - Driveway TV Final Driveway Base , Cable Rough. Tin Cap. Roof 'in Progress Mop in Progress Intercom Rough Final Roof Intercom Final hutters Attachment Final Shutters- Alarm Final "' ails and Guardrails Fire Alarm Rough DA compliance - ' Fire Alarm Final ! • ' Service Work With 1 .ANAL i ! �� DOCUME •',. Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey - Final Survey Truss Certification STRUCTURAL COMMENTS "t WINDOWS & DOORS INSPECTION DATE INSP Attachment ' FINAL - -- PUBLIC INSPECTION WORKS DATE INSP Excavation FINAL ELECTRICAL INSPECTION DATE INSP - Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab .,__l1Na l --- Rough- •--- --- _ - Ceiling R. ., Roug i Mel' / g Telep - e Ro :h Telephone Final TV Rough - TV Final Cable Rough. Cabl&'Final Intercom Rough Intercom Final -Alarm Rough- - Alarm Final Fire Alarm Rough - Fire Alarm Final ! • ' Service Work With C FINAL - l --. 't1. /4 � �) )9 ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL �1�. p00,C mail- c �; PLUMBING INSPECTION DATE Rough Water Service 2nd Rough Top-Qut- Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well. Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL qnI57PLUMBINGCM ENTS INSPECTION MECHANICAL DATE "INSP' Underground Ripe ough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater F,inal_Vacuum, FINAL MECHANICAL COMMENTS INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 .A:Phone: (305)795-2204 Fax: (305)756-8972 r. POST ON SITE Permit NO. RC -4-17-909 Permit Type:`Residential Construction Work Classification: Addition/Alteration Issue Date: 8/30/2017 Expires: 07/18/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https:/Ibidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1131010180520 Owner's Name: Job Address: 29 NW 99 Street JVliami Shores, FL 33150- Bond Number: i LLORENS CONTRA Owner's Phone: Total Square Feet: Total Job Valuation: (954)605-7880 0 $ 52,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. e."4-407_, Fla 4 A, t" -- s A /,•,G, — �JZcT�'l. )).-- v 444c2 - cam NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION:IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE,. OF COMMENCEMENT. Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 29 NW 99 Street Miami Shores, FL 33150- Owner Information QUICK EQUITY BUILDER INC Permit Permit NO. RC -4-17-909 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 8/30/2017 Expiration: 02/26/2018 Parcel Number Applicant Address 1131010180520 Block: Lot: 29 NW 99 Street MIAMI SHORES FL 33138- 29 NW 99 Street MIAMI SHORES FL 33138- QUICK EQUITY BUILDER INC Contractor(s) LONGA CONSTRUCTION INC Phone (954)254-0491 Cell Phone Phone (954)605-7880 Cell Valuation: Total Sq Feet: $ 52,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMOVE AND REPLACE EXISTING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REMOVE AND REPLACE EXISTING Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $50.00 $23.40 $23.40 $10.40 $5.00 $1,560.00 $120.00 $120.00 $120.00 $21.00 $41.60 $2,126.00 Pay Date Pay Type Invoice # RC -4-17-63549 08/30/2017 Check #: 1637 04/03/2017 Check #: 1511 Amt Paid Amt Due $ 2,076.00 $ 50.00 $ 50.00 $ 0.00 Building Department Copy Available Inspections: Inspection Type: Fill Cells Columns Wire Lathe Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Foundation Window and Door Buck Columns Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Structural Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Planning August 30, 2017 5 • Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. RC -4-17-949 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 8/30/2011 Expiration: 02/26/2018 Parcel Number Applicant 29 NW 99 Street Miami Shores, FL 33150- Owner Information Address 1131010180520 Block: Lot: QUICK EQUITY BUILDER INC Phone Cell QUICK EQUITY BUILDER INC 29 NW 99 Street MIAMI SHORES FL 33138- (954)605-7880 29 NW 99 Street MIAMI SHORES FL 33138- Contractor(s) LONGA CONSTRUCTION INC Phone (954)254-0491 Cell Phone Valuation: Total Sq Feet: $ 52,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMOVE AND REPLACE EXISTING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REMOVE AND REPLACE EXISTING Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $50.00 $23.40 $23.40 $10.40 $5.00 $1,560.00 $120.00 $120.00 $120.00 $21.00 $41.60 $2,126.00 c Authorized Signature: wner / Pay Date Pay Type Invoice # RC -4-17-63549 08/30/2017 Check4:1637 $ 2,076.00 50.00 04/03/2017 Check #: 1511 $ 50.00 $ 0.00 Amt Paid Amt Due pplicant / Contractor / Agent Available Inspections: Inspection Type: Fill Cells Columns Wire Lathe Final PE Certification Drywall , Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss lnsp Foundation Window and Door Buck Columns Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Structural Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Planning Date August 30, 2017 4 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 29 NW 99 Street Miami Shores, FL 33150- Owner Information Permit Permit NO. RC -4-17-909 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 8/30/2017 Expiration: 02/26/2018 Address Parcel Number 1131010180520 Block: Lot: Phone Applicant QUICK EQUITY BUILDER INC Cell QUICK EQUITY BUILDER INC 29 NW 99 Street MIAMI SHORES FL 33138- (954)605-7880 29 NW 99 Street MIAMI SHORES FL 33138- Contractor(s) LONGA CONSTRUCTION INC Phone (954)254-0491 Cell Phone Valuation: Total Sq Feet: $ 52,000.00 0 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REMOVE AND REPLACE EXISTING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REMOVE AND REPLACE EXISTING Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $50.00 $23.40 $23.40 $10.40 $5.00 $1,560.06 $120.00 $120.00 $120.00 $21.00 $41.60 $2,126.00 Pay Date Pay Type Invoice # RC -4-17-63549 08/30/2017 Check #: 1637 04/03/2017 Check #: 1511 Amt Paid Amt Due $ 2,076.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Wire Lathe , Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam r Final Framing Insulation Truss lnsp Foundation Window and Door Buck Columns Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Structural Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Planning 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 August 30, 2017 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. RC -4-17-909 Permit Type:Residential Construction Work Addition/Alteration Permit Status: APPROVED Issue Date: 8130/2017 Expiration: 02/26/2018 Parcel Number Applicant 29 NW 99 Street Miami Shores, FL 33150- 1131010180520 Block: Lot: QUICK EQUITY BUILDER INC Owner Information Address Phone Cell QUICK EQUITY BUILDER INC 29 NW 99 Street MIAMI SHORES FL 33138- (954)605-7880 29 NW 99 Street MIAMI SHORES FL 33138- Contractor(s) LONGA CONSTRUCTION INC Phone (954)254-0491 CeII Phone Valuation: Total Sq Feet: $ 52,000.00 0 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REMOVE AND REPLACE EXISTING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REMOVE AND REPLACE EXISTING Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $50.00 $23.40 $23.40 $10.40 $5.00 $1,560.00 $120.00 $120.00 $120.00 $21.00 $41.60 $2,126.00 Pay Date Pay Type Invoice # RC -4-17-63549 08/30/2017 Check #: 1637 04/03/2017 Check #: 1511 Amt Paid Amt Due $ 2,076.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Wire Lathe Final PE Certification Drywall ,. Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Foundation Window and Door Buck Columns Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Structural Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Planning accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. August 30, 2017 2 ( Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 29 NW 99 Street Miami Shores, FL 33150- Owner Information PIII ermit Permit NO. RC -4-17-909 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 8/30/2017 Expiration: 02/26/2018 Address Parcel Number 1131010180520 Block: Lot: Applicant QUICK EQUITY BUILDER INC Phone CeII QUICK EQUITY BUILDER INC 29 NW 99 Street MIAMI SHORES FL 33138- (954)605-7880 29 NW 99 Street MIAMI SHORES FL 33138- Contractor(s) LONGA CONSTRUCTION INC Phone (954)254-0491 CeII Phone Valuation: Total Sq Feet: $ 52,000.00 0 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMOVE AND REPLACE EXISTING Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: REMOVE AND REPLACE EXISTING Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $31.20 $50.00 $23.40 $23.40 $10.40 $5.00 $1,560.00 $120.00 $120.00 $120.00 $21.00 $41.60 $2,126.00 Pay Date Invoice # 08/30/2017 04/03/2017 Pay Type RC -4-17-63549 Check #: 1637 Check #: 1511 Amt Paid Amt Due $ 2,076.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Wire Lathe Final PE Certification Drywall , Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss lnsp Foundation Window and Door Buck Columns Review Mechanical Declaration of Use F. Termite Letter F. Elevation Certificate Review Structural Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Building Review Building Review Structural Review Structural Review Structural Review Plumbing Review Plumbing Review Planning Review Planning OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stated. August 30, 2017 August 30, 2017 3 BUILDING PERMIT APPLICATION UILDING PLUMBING JOB ADDRESS: City: Folio/Parcel#: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING REC:� k..' JAN 1 9.,018 BY: \ Master Permit No. Sub Permit No. FBC 2014 St." IAC f- clog ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ MECHANICAL ❑PUBLIC WORKS ( HANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 2q Aid 9ct+1, ST. Miami Shores County: Miami Dade 11 - 3t01 -01g- os2o Occupancy Type: Load: Zip: k?/ • O Is the Building Historically Designated: Yes Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): Q,,;(1( Ff (h LY .go; Tw'E - Address: 9S 3 scY‘ne LCe X712 • VUQ S},,r" City: Tenant/Lessee Name: p I C� priihf ttm,? 1-7l wi!%L✓, Cpm CONTRACTOR: Company Name: /Ore eiph Address: 43 473/ A l(/ //f T2 ef7C7- City: 4 State: f(,_ NO BFE: FFE: Phone#: (moi) 60.s--7 g(o Phone#: Email: Zip: Y2?32. Phone#: (,SOS' 9 m J2 S L Y ZarteC 2 _. Quali fierNam� rf'12e/7 L/yt5' State Certification or Registration #: DESIGNER: Architect/Engineer: Phone#: Phone#: eC Ci /57i ?Z.-3 Certificate of Competency #: Zip: Address: // City: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: QD 27 State: Zip: Square/Linear Footage of Work: Alteration ❑ New ❑ Repair/Replace ❑ Demolition ChONt o contra ei-o Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I- • OC) (Revised02/24/2014) Bonding Company's Name (if applicable), ` `N h - Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) A //9" Mortgage Lender's Address A) I 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 approved and a reinspection fee will be charged. Signature // / Signature OWNER or AGENT The foregoing instrument was acknowledged before me this kh day of .;:jetr7- ,20 /1 "V /WA �/.,b , who is me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: by as CONTRACTOR Theforegoing instrument as acknowledged before me this 5 day of )Uar 20i U , by CO r ' /loreni w o is personally known to..) me or who has produced identification and who did take an oath. xi a ON Sign: Print: Seal: imu,K) /%rPrr•P'7 2•- ore t i o`�FN �LOIR' FHS%,,�� 0 4Q•. •4�r�ss/pl; s, -(1:o t 1j� **************s****4 *,m3*** t� ****** **f * Y /E **** APPROVED BY; * •.-a P"' oc•' ,16. e"t6ru PO`. 1/` Plans Examiner '',,,,,iii U{� u0i'�►,,,,, Structural Review Sign: Print: Seal: Alexia Ulaz Commission # FF937653 Expires: November 19, 2019 Bonded thru Aaron Notary as ************************************************** (Revised02/24/2014) Zoning Clerk AN 1 gr�2018 Miami Shores Village Building*Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. RC 11- 909 Owner's Name (Fee Simple Title Holder): jilt/ 11VG- Phone #: 95Y-- to 0 ) — io u Owner's Address:'3K5; Piy a- lake, V iJQ f L -Y-Y- 12 ' State : Zip`Code: 3��Z City: t,—le—S5)—(3k— • 1 Job Address (Of where work is being done): City: Miami Shores State: Florida Zip Code: 31 j D Contractor's Company Name: V SCO/ L 01' 7 CO-?3� J `"l S 4033hone #: t1 - 2591 0 ! Address: /07 ,./C(51 :S-) r�e�- `/ City: MI of State: FL-- Zip Code: x-31 Se. Lic. Number. LGC- (5y?255 Qualifier's Name : Dor Lcy-56 i" Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: 1 hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the M' • 1 Shores harmless of all legal-invowerti nt. Signature Signature or Agent The foregoing '-'s 'ment was aknowledged before me this 11 da of )QNICIA1 ,20 ,by ?ImiG-. ` axij Who is personally known to me or who has produced Ft 4by(fr84'3- as indentification. NotarybliD, Sign: /�`' ` �i,✓ `�E — Seal: JILUUAM A 1 AIPALE MYaCOMMI"SSIbN # FF987003 a'- ,"`''dtPIREB"7 "FOTO •l$.01S3 flofdallobrySav,ea.aom ,tractor or hitect The foregoing instrument was aknowledged before me this l- day of i 1Gr , 20 by OSCor Lb^i`k who is personally known to me or who has produced H by vyys Nota G ti Seal: as indentification. JILLIAN A TAIPALE MY COMMISSION # FF987003 EXPIRES Apri 27, 2020 J.O4 3 � ' 1s3 fbefdsNoMrySMvIG.cMm Miami Shores Village Building Department 10050 N.E. 2ND Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Change of Contractor/Architect or Engineer A change of contractor, architect or engineer must be done under a permit number. There is a $75.00 charge for a change of contractor. The owner will submit a Change of Contractor Form completed with notarized signatures. If the signature of the previous contractor cannot be obtained the owner must send a certified letter/return receipt notifying the previous contractor, architect or engineer the reason for the change. The owner must allow 10 business days for the contractor, architect or engineer to respond. A permit application must accompany the change of contractor form, with the information and signature of the new contractor. The new contractor must be registered with the Village or must submit the required documents to register with the Village. I . Change of Contractor form completed, signed and notarized. 2. Permit application by new contractor. 3. Required fees. 4. Copy of original letter sent via certified mail along with the returned receipt. In addition to the requirements above the architect or engineer of record must authorized the new architect or engineer to reproduce his documents. The authorization must be in writing and must be signed and,sealed. (fO;\':i?vi'1 HCjr?,f?id'MO3YM 0%1\ rA Al BUILDING PERMIT APPLICATION gi BUILDING D ELECTRIC ❑ ROOFING ❑ REVISION 11(711 .1 ,f r,Ti -,,Oluntr--)C0nb Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED R OA 1017 (-1° FBC 20 � Master Permit No. . C 19 - g 001 Sub Permit No. D EXTENSION El RENEWAL ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: _ 2 H cv 11 S 1 ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores Folio/Parcel#: Occupancy Type: County: his w w± Constructiop Typ +` Load: OWNER: Name (Fee Simple Titleholder):. Address: 2 5 -Alcs City: 7)/14 rt.w.-c • Miami • +e., Zip: 3 7/ 5 Ily Designated: Yes NO ne: BFE: State: FFE: r,c,( MCehone#: 91Y- • ?14-'0 zip: 3 13 S Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Narne: L O 6A 6 as Address: /0 7 S; A G 99 C! City: Qualifier Name: 2sCA4e- 1. d N6 State: Phone#: 9 52/.. Z sTzf • 0Y1 Zip: 33I3Y Phone#: sy 3-21 2 ST O Y 1 State Certification or Registration #: G e5G OV 7 2 S S" Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 5-2 L% Z/ 0 . State: Zip: Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration' ❑ New Repair/Replace Description d CA444. ❑ Demoli — ci u Specify color of color thru tile: Submittal Fee $ Permit Fee $ 4- Gi()- CCF $ ._3(• 2- 0,, CO/CC $ JO -CO Scanning Fee $ 2_ . oz. Radon Fee $ 2 0 3• `/0 DBPR $ 2.3 Notary $ Technology Fee $ 41 Training/Education Fee $ w • 410 Structural Reviews $) 20 • GO. IZU- a 1 (Revlsed02/24/2014) Double Fee $ Bond$DSI9E?E TOTAL FEE NOW DUE$ 21 ORE) 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 constructioninthis 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 approved and a reinspection fee will be charged. Signature f/2(-3vEri WNER or AGENT 11117-( Signature The for going instrument was acknowledged before me this _ — day of M 20 k eTh, by * 4 1 WI, , who is personally known to fl me or who has produced .- "S:1O-..4t t_ /l as identification and ho did take an oath. 1111 NOTARY PUBLI Sign: Print: Seal: Notary Public, State of or • • PF 111972 My comm. axpires Apr. 13, 2018 APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this 3 day of Pr20 I , by �C,CIY (�n�a v+1fpp�i is personally known t /� me or who has produced -�Q�� �Q� ��+t(/ rn� identification and who did take an oath. dCt I f C_L i ' NOTA • 'UBLIC: gMq fa/ - Sign: -- Print: Seal: Plans Examiner • MY COMMISSION # GG 044602 7: EXPIRES: November 2, 2020 F °' Bonded Thru Notary Public Underwriters oning Structural Review Clerk Detail by Entity Name Detail by Entity Name Florida Profit Corporation (QU_ICK EQUITY BUILDER INC Filing Information Document Number P06000072987 FEI/EIN Number NONE Date Filed 05/24/2006 Effective Date 05/17/2006 State FL Status INACTIVE Last Event ADMIN DISSOLUTION FOR ANNUAL REPORT Event Date Filed 09/14/2007 Event Effective Date NONE Principal Address 2239 N. COMMERCE PKWY SUITE 1 WESTON, FL 33326 Mailing Address 2239 N. COMMERCE PKWY SUITE 1 WESTON, FL 33326 Registered Agent Name & Address PAYMAN "2239 N. COMMERCE PKWY SUITE 1 WESTON, FL 33326 Officer/Director Detail Name & Address Title P TABIB, PAYMAN 3853 PINE LAKE DRIVE WESTON, FL 33332 Annual Reports No Annual Reports Filed Document Images 05/242006 - Domestic Profit ....................................................................................... View image in PDFforma t Page 2 of 2 • http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 4/3/2017 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LONGA, OSCAR LONGA CONSTRUCTION INC 1075 NE 89TH STREET MIAMI FL 33138 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER • STATEOF FLORIDA DEPARTMENT OFBUSINESS AND `•.�%_PROFESSIO:REGULATION_ CG047 C255 " SSUED 08/02/2016 ONTRAGToR —;CERTIFIED:GENER --LONGA OSCAR LONGA .CONSTRU'C,1 IS.CERTIFIED under -the -provisions of•Ch:,489:FS'-� Ezpwation date.`.:: AUG•31'20180-60862006,14.41 DETACH HERE --• STATE'OFFLORIDA "DEPARTMENT OF°BUSINESS••AND PROFESSIONAL -REGULATION'S CONSTRUCTION;INDUSTRY,LICENSING,BOARD KEN LAWSON, SECRETARY -TheGENERAL.CONTRACTOR `"' ;Named below IS CERTIFIED- -'w Under the provisions_of Chapter 489FS :Expiration date:�AUG 31`;•2018; _-,... .,LONG,As:OSCAR" {LONGA.CONSTRUCTION.1 1075°NE 89TH;STRE�T, .—;MIAMI.,. �- _FI".331.38 •-; ISSUED: 08/02/2016 DISPI AY AS RFnI IIRFn RY 1 MA/ cCn If 1 4 f2f1QR9lf)l4 A Al JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/13/2016 EXPIRATION DATE: 7/13/2018 PERSON: LONGA OSCAR FEIN: 550838374 BUSINESS NAME AND ADDRESS: LONGA CONSTRUCTION, INC. 1075 NE 89 STREET MIAMI FL SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S.. an officer of a corporation who elects exemption from this chapter by filing a certificate of emotion under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12). F.S.. Certificates of election to be exempt.. apply only within the scope of the business or trade tided on the notice of election to be exempt. Pursuant to Chapter 440.05(13). F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time atter the filing of the notice or the issuance of the cerWte, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWG252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 009943 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL —DO NOT PAY 6659479 BUSINESS NAME/LOCATION LONGA CONSTRUCTION INC 1075 NE 89 ST MIAMI FL 33138 RECEIPT NO. RENEWAL 6930656 LBT OWNER r -LONGA CONSTRUCTION INC OSCAR LONGA, QUALIFIER Workers) '1 r SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED BY TAX COLLECTOR EXPIRES SEPTEMBER 30, 2017 Must be displayed at place of business Pursuant to County Code Chapter f3A — Art. 9 & 10 CGC047255y--n- $75.00 07/21/2016 CHECK2T=16-09689 14 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license. permit or a certification of the holder's qualifications. to do business. Holder mustcomply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. RECEIPT N0. aborti mus; be , For nwre information. visit wv v.miamidade.ao Itaxcollector —T e1 1 --'The be displayed on all commercial vehicles -Miami -Dada Code See 9a-276. 9 LONGA-1 OP ID: GA " ��. CERTIFICATE OF LIABILITY INSURANCE DATE(MIWDDIYYYY) 01/12/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. HOLDER. THIS BY THE POLICIES AUTHORIZED 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 Insurance Marketers Inc. 2600 Douglas Road Suite 712 Coral Gables, FL 33134 Maria Iglesias NFAME CT Maria Iglesias PHONE AIC No. ExD.305.442-9507 FAX No): 305.447-8527 .MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A :Seneca insurance Co. INSURED Longa Construction Inc. 1075 NE 89 Street Miami, FL 33138 1"."1111012k -n_ -c ....--...._.__--•----- INSURER B 10/30/2016 INSURER C : EACH OCCURRENCE INSURER 0 : INSURER E : CLAIMS -MADE INSURER F : OCCUR - RGYh71,411 P1UIe1DGR: 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 CONDm0N 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 INLTR TYPETYPE OF INSURANCE INSD INSD SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POUCY EXP (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY BAG1050412 10/30/2016 10/30/2017 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR PREMISES (EENooa rDenoe) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEM. X AGGREGATE POLICY OTHER: LIMIT APPUES JECT PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 Emp Ben. $ 0 AUTOMOBILE — — i LIABILITYCOMBINED ANY AUTO ALL OWNED AUTOS HIRED AUTOS — _ SCHEDULED AUTOS NNOTpgWNED SINGLE LIMrT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per aoddent) $ PROPERTY DAMAGE i (Per accident) $ $ _ UMBRLAB EXCESS UAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTYY / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER STATUTE OTH- ER EL. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace Is required) Residential interior buildouts/renovations. Coverage 1s subject to terms,conditions,deductible and exclusions as shown in the policies. Uc# CGC047255 CANCELLATION VILLAMI Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138-2382 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES' BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE a. ACORD 25 (2014/01) ®1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department CONTRACTORS' REGISTRATION 10050 N:E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972' IF CONTRACTOR IS A -FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit). IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT t C. COPY• OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 9 *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: • MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: /t', c� e/`%d BUSINESS ADDRESS: 415 8 3 1% ll' // 5d f CITY 0p,7 L STATE J ZIP 5 BUSINESS PHONE: (30S) 410" 3 2.ca. FAX NUMBER (ab 3-7)-73-as- CELL -7)-75aSCELL PHONE ( 3'p- 3QUALIFIER'S NAME: &A(/1/6.4.7 { QUALIFIER'S LIC NUMBER: e y73 7 RICK SCOTT, GOVERNOR M1 DEE:ARTMBN Ll LIEN :e NIIMRF_i2 N-7R�Q of Q 'ap t 489 S y• r A'11, 2018 _ ,.57A'r . 4F" in 'BUSSS ANb`pROFESg1QNAL REGULATION •ii I'ON.[NDUSTR?,LI0ENS1NG;"13 ARD` KEN LAWSON, SECRETARY ISSUED: 09/13/2016 000786 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT BILL -DO NOT PAY 6721063." - BUSINESSNAME/LOCATION LLORENS CONTRACTING LLC 4383 NW 115 CT DORAL FL 33178 OWNER LLORENS CONTRACTING LLC Worker(s) RECEIPT NO. RENEWAL 6994389 SEQ # L1609' S3o000956 LBT EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1518973 ., PAYMENT RECEIVED BY TAX COLLECTOR $45.00 09/18/2017 CREDITCARD-17-058620 This Local Business Tax Receipt only confirms payment of the Local Business Tex. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Be -276. For more information, visit wwytinfa@itlAg9.94yd.Bxcellector • ASD' CERTIFICATE OF LIABILITY INSURANCE DNYYY) 1/16/2018 • 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 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 A&D ALL—LINES INS ASSOC INC CONTACT NAME PHONE FAX F " (305) 463-6781 I (A/C. No 387-2918 5600 SW 135 Ave Ste 106 Miami, FL 33183 E-MAIL ADDRESS* samador@bellsouth.net INSURER(S) AFFORDING COVERAGE r. NAIC # INSURER A: SENECA SPECIALTY INS CO. 10729 INSURED LLORENS CONTRACTING, LLC. 4383 NW 115 CT MIAMI, FL 33166 305-450-3252 INSURER B: ASCENDANT COMMERCIAL INS CO 11/11/1711/11/18 INSURER C : UNITED STATES LIAB INS. CO. EACH OCCURRENCE INSURER D : SUNZ INSURANCE CO INSURER E: DAMAGE 10 HEN t ED. PREMISES (Ea occurrence) INSURER F : COVERAGES • 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. INS L TYPE OF INSURANCE AUUL INSD SUFSR MD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/OD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY BAG -1050657 11/11/1711/11/18 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE 10 HEN t ED. PREMISES (Ea occurrence) $ 100 000 MED EXP (Anyone person) $ 5,000 L PERSONAL AL ADV INJURY i $ 1,000,000 GGEEN'L AGGREGATE POLICY OTHER: LIMIT APPLIES PER: PEC D LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000 0 00 DEDUCTIBLE $ 500 B AUTOMOBILE — — LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY X SCHEDULED AUTOS NON -OWNED AUTOS ONLY CA -42469-0 11/16/1711/16/18 (Ea COMBNED)SINGLELIMIT $ 1,000,000 BODILYINJURY(Perperson) — $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED 1 J RETENTION $ { $ _ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY OF ICERMEMIBER E CLUDED/EXECUTIVE (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A 17-0165 06/01/1706/01/18 I STATUTE I X I OTH ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 C PROFFESIONAL LIAB. PSG00400946 10/16/1710/16/18 EACH OCC AGGREGATE $300,000 $300,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) - GENERAL CONTRACTOR WORKERS COMP COVERAGE ONLY APPLIES TO EMPLOYEES LEASED FROM ENCORE / ENTERPRISE HR AND NOT TO SUBCONTRACTORS USED. CERTIFICATE HOLDER VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FLORIDA FAX: 305-756-8972 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVER IN ACCORDANCE WITH THE POLICY PROVISIONS. ' AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATI: All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD.. RCE Ph: 305-229-3874 ROGER CHAVARRIA. P.E Consulting Engineer & Planner . Email: restructure@aol.com 780 Tamiami Canal Rd. Miami, FL.33144 July 26, 2017 AS BUILT LETTER MIAMI SHORES VILLAGE Building Department. 10050 N.E. 2nd. AVE. Miami Shores, FL.33138 Attn : Building Official Ref: Enclosure of an existing cover terraze at 29 N.W. 99 th.ST. Miami Shores, FL, I, hereby as duly registered Professional Engineer in the state of Florida, I performed an Inspection by June 27 of the current year to the walls that enclosure the existing covered terraze. By making a hole with a drill to this wall to be legitimate, I realized, it's made of a solid (cement) block of 8"x12"x 1-1/2" thick, attached with mortar; and is above an existing Concrete cope beam from a cmu wall. These walls look solid and do not present any hazard To people. The existing windows will be replaced and a new ones with N.O.A would be place at the same opening as per drawing submitted. To the best of my knowledge and professional judgment, this asbuilt represent an appraisal of the present condition of this terraze, therefore, I respectfully recommend that your department in conformance approve this Inspection. If further information is needed, please give us a call. Sincerely 06,GRI 01/10,0,, I '04,oi oger Chav "'4 Civil/Structur( Engineer FL. Lic. PE.# 50712 224'17 RCE Ph: 305-229-3874 Email : restructure ii)aoi.com July 26, 2017. ROGER CHAVARRIA. P.E Consulting Engineer & Planner . 780 Tamiami Canal Rd. Miami, FL.33144 STRUCTURAL CALCULATIONS Project name: Legitimate Terraze enclosure for Residence at : 29 N.W. 99th.ST.Miami Shores, FL. CONTEND : 1- Wind Load calculations based on A.S.C.E. 7-10 a) for Roof Joists reactions as Uplift & Gravity Loads. b) For new windows and doors 2- N.O.A. Straps product approval for the roof joists. ''�....,....rrr.r :� rrr Roof Member Component and Cladding Reactions per ASCE 7-10 For Roof Slopes 4:12 Project : Project No.: Truss J-2 EXISTING ROOF AT : 29 NW.99th. ST. Miami Shores. FL. 7/25/2017 ROGER CHAVARRIA. P.E. Consulting Engineer . Fla. Lic. # 50712 780 Tamiami Canal RD. Miami, FL.33144 Ph = 305-229-3874 H B V kd kzt G qh 0.18*qh 13 10 135.55 0.85 1.00 0.901 32.9 Truss Data: Left OH 1.50 ft. Uniform DL Uniform LL Concentrated DL Main Span 3.00 ft. Right OH 0.00 ft. Truss Spac. 2.00 ft. LA2/3 = 3 SF 25.0 psf Roof Slope 4 : 12 or 18.43 degrees 30.0 psf 0.0 lbs 0.00 ft. Concentrated LL 0.0 lbs From Left Support Left DL Reaction 168.8 lbs Right DL Reaction 56.3 lbs Left LL Reaction 202.5 lbs Right LL Reaction 67.5 lbs Roof Pressure Coefficents and Calculated Roof Pressures From 10 to 30 degrees, qz=qh*: Negative Press. Coefficents Pos. Press. Overhang Coefficents Zone 1 Zone 2 & 3 All Zones . Zone 2 Zone 3 -0.900 -2.100 0.50 -2.20 -3.70 * Internal pressure 0.18gh included in above calculations to produce maximum loading a 5.9 3.00 ft. Negative Pressures Overhang Pressures (no int) Positive Zone 1 Zone 1 Zone 2 & 3 Zone 2 Zone 3 All Zones (-0.18) -35.6 j -75.09 -72.45 I -121.85 22.39 -23.71 Uplift Reactions For Zone 2: D + Lr = 371 Cos theta Sin theta 0.6D + W = -370 10 psf - W = -404 Left Reaction = -497 -471 -157 D + Lr + W = -100 - Right Reaction = -171 -162 -54 D + 0.75(Lr- W) = -33 (no increase in stress allowed for this combo) Uplift Reactions For Zone 3: D + Lr = 371 Cos theta Sin theta 0.6D + W = -546 10 psf - W = -580 Left Reaction = -682 -647 -216 D + Lr + W = -276 Right Reaction = -134 -127 -42 D + 0.75(Lr + W) _ -165 (no increase in stress allowed for this combo) Downdraft Reactions All Zones: D + Lr = 371 Cos theta Sin theta 0.6D + W = 212 10 psf - W = 178 Left Reaction = -117 -111 37 D + Lr + W = 482 Right Reaction = -53 -51 -17 D + 0.75(Lr + W) = 404 (no increase in stress allowed for this combo) NOTE: Zone 2, 3, & OH pressures are applied on the left side. Load Combos are for left reactions only. Roof Member Component and Cladding Reactions per ASCE 7-10 For Roof Slopes 4:12 Project : Project No. : Truss J-1 EXISTING ROOF AT : 29 NW.99th. ST. Miami Shores. FL. 7/25/2017 H 13 Truss Data: Left OH 1.50 ft. Uniform DL Uniform LL B 10 Main Span 10.10 ft. V kd 135.55 0.85 Right OH 0.00 ft. Truss Spac. 2.00 ft. ROGER CHAVARRIA. P.E. Consulting Engineer . Fla. Lic. # 50712 780 Tamiami Canal RD. Miami, FL.33144 Ph = 305-229-3874 kzt G qh 0.18*qh 1.00 0.901 32.9 5.9 LA2/3 = 25.0 psf Roof Slope 4 : 12 or 18.43 degrees 30.0 psf Concentrated DL 0.0 lbs Concentrated LL 0.0 lbs Left DL Reaction 333.1 lbs Left LL Reaction 399.7 lbs 0.00 ft. From Left Support Right DL Reaction 246.9 lbs Right LL Reaction 296.3 lbs Roof Pressure Coefficents and Calculated Roof Pressures From 10 to 30 degrees, Negative Press. Coefficents Zone1 Zone2&3 -0.847 -1.728 * Internal pressure 0.18gh included Uplift Reactions For Zone 2: Left Reaction = -723 Right Reaction = -351 Uplift Reactions For Zone 3: Left Reaction = -815 Right Reaction = -345 Downdraft Reactions All Zones: Left Reaction = 148 Right Reaction = -123 Pos. Press. Overhang Coefficents All Zones Zone 2 Zone 3 0.39 -2.20 -3.06 in above calculations to produce maximum loading Cos theta -686 -333 Cos theta -773 -327 Cos theta 141 - -117 Sin theta -229 -111 Sin theta -258 -109 Sin theta 47 -39 NOTE: Zone 2, 3, & OH pressures are applied on the left side. Load Combos are for left reactions only. 34 SF Wind ♦ Direction 1o'e 111;1 •Z`15) IIIIL 1' a 3.00 ft. vo�ej'ILIIll � ill,ront7 ,1 Negative Pressures Overhang Pressures (no int) Positive Zone 1 Zone 1 Zone 2 & 3 Zone 2 Zone 3 All Zones (-0.18) -33.8 I -62.83 -72.45 I -100.84 18.89 -21.96 D + Lr = 0.6D + W = D+Lr+W= D + 0.75(Lr + W) = D + Lr 0.6D + W = D+Lr+W= 0+0.75(Lr+W)= D+Lr= 0.6D + W = D+Lr+W= D + 0.75(Lr + W) = 733 -486 47 118 10 psf - W = -553 (no increase in stress allowed for this combo) 733 -573 10 psf - W = -640 -40 53 (no increase in stress allowed for this combo) 733 341 10 psf - W = 274 874 738 (no increase in stress allowed for this combo) C. ENGINEERING Roger Chavarna. P.E. FL.Lic. PE #50712 780 Tamiami Canal Rd. Miarni,FL.33144 • Project Title: Engineer: Project Descr: ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 Project ID: File =C:\Users\RCENG-11DOCUME-1\ENLRCA-1 ENERCALC, INC. 1983-2017, Build:6.17.3.29, Ver:6.17.3,29 Description : REPLACEMENT WINDOWS FOR A FLORIDA ROOM AT 29 N.W. 99 ST. MIAMI SHORES, FL. Analytical Values V : Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Design Wind Pressures Horizontal Pressures .. . Zone: A = Zone: B = Vertical Pressures .. . Zone: E = Zone: F = Overhangs .. . Zone: Eoh 49.17 psf -13.02 psf -42.66 psf -29.72 psf -59.80 psf Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 136.0 mph 4:12 I I Exposure C 13.0 ft 1.21 28.0 ftA2 0 to 7 degrees 10.0 psf 1.00 10.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = Zone: Goh = 15.001 psf -38.939 psf 15.001 psf -57.920 psf 15.001 psf -78.185 -psf 37.863 psf -41.300 psf 37.863 psf -49.045 psf -56.678 psf -67.839 psf All Buildings and other structures except those listed as Category I, III, and IV max (0.04 'LHD, 3, min(0.10 ' LHD, 0.4*MRH)) Minimum Additional Load Case per 28.4.4 = 16 PSF on entire ver::: i ;lane 32.79 psf -10.00 psf -29.72 psf -22.53 psf -46.78 psf Minimum Additional: Load Case per 28.4.4 = 16 PSF on entire vertical plane tf1DOtki A- 4 1 ? RC. ENGINEERING Roger Chavarria: P.E. FL.Lic. PE #50712 _,8..:)-Tamiami Canal Rd. M:ami,FL.33144 Project Title: Engineer: Project Descr: ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 Description : REPLACEMENT WINDOWS FOR A FLORIDA ROOM AT 29 N.W. 99 ST. MIAMI SHORES. FL. Analytical Values V V. Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure • User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = ma (0.04 * LHD, 3, min(0.10' LHD, 0.4'MRH)) Design Wind Pressures Horizontal Pressures .. . Zone: A = Zone: B = Vertical Pressures ... Zone: E _ Zone: F = Overhangs .. . Zone: Eoh = 49.17 psf -13.02 psf -42.66 psf -29.72 psf -59.80 psf dx. Y Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 : Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 1r4E'iMAi'MriaZ:4 -741: Project ID. File = Cl Users \RCENG-1‘DOCUME-1''.ENERCA-1 ENERCALC, 7INC. 1983-2017, Build:6.17.3.29. Ver 6 17.3.29 136.0 mph 4:12 li All Buildings and other structures except those listed as Category I, III, and IV Exposure C 13.0 ft 1.21 16.0 ft^2 0 to 7 degrees 10.0 psf 1.00 10.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = max (0.04 * LHD, 3, min(0.10 ' LHD, 0.4*MRH)) Minimum Additional Load Case per 28.4.4 = 16 PSF ()ri e ,.!re �.. ,...� plane : 32.79 psf -10.00 psf -29.72 psf -22.53 psf Zone: Goh = -46.78 psf 15.759 psf -39.717 psf 15.759 psf -63.351 psf 15.759 psf -91.331 psf 39.238 psf -42.645 psf 39.238 psf -51.788 psf t -57.456 psf -83.321 psf Minimum Additional Lead Case per 28.4 .4 = 16 PS. on entre veriicai plane It m1\ t U j 0\4000 'P(`,. ENGINEERING Roger Chavarria. P.E. FL.Lic. PE #50712 780 Tamiami Canal Rd. Uiami.FL.33144 Project Title: Engineer: Project Descr: Project ID: ASCE 7-10 Wind Forces Chpt 28, Pt2 & Chpt 30 'Pt2 File=cwsers,RCENc-1lpGc.3.29 .tr1ERCA-1 p p � ENERCALC, INC. 19A3-2017. Build 6.17.3.29 Ver.6.1 1.3.29 ,� '�.��5 F�"". ,^i: ��: r. �1t�y,��'7!',:k�.R as.*. c+t.- ,�''^�.'S4^ "�..:�� :•'r•:..' _ �` ..:� '�. :,?k .`,.".'mc.,�_rs., -'w+.tits � •.t REPLACEMENT WINDOWS FOR A FLORIDA ROOM AT 29 N.W. 99 ST. MIAMI SHORES, FL. Description : Analytical Values V Basic Wind Speed per Sect 26.5-1 A, B or C Roof Rise:Run Ratio Occupancy per Table 1.5-1 Exposure Category per 26.7 MRH : Mean Roof Height Lambda : per Figure 28.6-1, Page 305 Effective Wind Area of Component & Cladding Roof pitch for cladding pressure User specified minimum design pressure Topographic Factor Kzt per 26.8 LHD : Least Horizontal Dimension a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Design Wind Pressures Horizontal Pressures ... Zone: A = Zone: 6 = Vertical Pressures . , . Zone: E Zone: F = Overhangs .. . Zone: Eoh = 49.17 psf -13.02 psf -42.66 psf -29.72 psf -59.80 psf Component & Cladding Design Wind Pressures Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.5-1 Roof Zone 1 Roof Zone 2 : Roof Zone 3 : Wall Zone 4 : Wall Zone 5 : Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : 136.0 mph 4:12 I I Exposure C 13.0 ft 1.21 20.0 ftA2 0 to 7 degrees 10.0 psf 1.00 10.0 ft 3.00 ft Zone: C = Zone: D = Zone: G = Zone: H = Zone: Goh = 15.343 psf -39.301 psf 15.343 psf -60.476 psf 15.343 psf -84.361 psf 38.502 psf -41.939 psf 38.502 psf -50.336 psf -57.039 psf -75.093 psf All Buildings and other structures except those listed as Category I, III, and IV max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH)) Minimum Additional load Case per 23,4.4 = 16 ?SF on etre 32.79 psf -10.00 psf -29.72 psf -22.53 psf -46.78 psf Minimum AdditionalLoad Case per 28.4.4 _ 16 ?S on entire vertical piane t'U 0 MIAMI•DADE COUNTY. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD ANI) CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE, COUNTY Y PRODUCT CONTROL, SECTION 11805 SW 26 Street, Rooth 2 it Miami, 1 iorida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadc.gov/ec onnm v 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 I laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AEIJ (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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Pro1uct Control Section 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 Steel Wood Connectors APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance (NOA) number and expiratiomdate 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 nutnber 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 # 12-0130.33 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. MIAMI•DADE COUNTY APPROVED NOA No: 15-0507.01 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 l'age t Length Product (in) Code 12 NVRT-12 14 LABLE 5 NVRT Flat and Twisted Rafter Ties 16d Fasteners Maximum Gauge TOTAL mnem eeer• Fiat Ties 16 NVRT-16 14 18 20 22 NVRT-18 NVRT-20 NVRT-22 14- 14 4 14 14 8 4 725 10 12 5 6 861 998 Uplift Load (lbs) Twisted Ties 724 860 996 14 7 1135 1132 24 NVRT-24 14 30 NVRT-30 14 �36 NVRT-35 14 48 NVRT-46 l 14 Notes: 1. Specify "F" for Flet and "T" for Twisted when ordering. 2 Fastener values are based on a minimum 14" thick wood members 3. • Indicates no. of nails In each connected wood member. 4. See General Notes, sheet 1. - e s e e i e • e- a ee ee s e e LENGTH HALF HALF Connected Connected f to truss - ( to Wa i-1 � � a o o'a e LENGTH --.I k PROM/6'T fl*4 RENEWED the Wada umr4t 'nn Co aavirwlee s eeeActepasce 5 eS� %li enPnodecr Grad Mi' � UPLIFT Product Code TABLE 6 NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry No. of 16d nails No. of }" diameter to Wood Framing Tapcons to Concrete 0 Notes: 1. ITW tapcons shall be embedded a minimum of 1i" into concrete tebem or h te lled masonry. ' hloveaa m n fledge distance oflt2k' end eminllmurn spacing of 13" shall 13 as shown. 2. See Generol Notes, sheet 1. 3. Ali tapcons mustbe in the some row spaced at 1)i" on centers. Do not use holes in the opposite row. Strap mJst be long -enough to occornmodate required tapcons. to int T"° 2i" Min...edge distance Reinforcement rayu!red 'Pe Beam formed with concrete flIod rnason ary o: concrete tie beam VEIN N. TOLAT. PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON. TX 77068 13" O I 01 NVRT Anchor Holes dia. lir Do not Use circled holes 16d }"Tapcons 1?" Nu - V ue Industries, Inc. 1053-1059 East 29 Street Hialeah, Florido 33013 PHONE: (305) 694-0397 FAX: (305) 694-0398 NVRT FLAT AND TWSSTSS) RAFTER TIES DWG k: NU -2 Sheet: 3 of 4 Date: Aw0 16, 2016 August 29, 2017 State of Florida Miami Dade County Custom Builder Before me this day personally appeared Oscar Longa who, being duly sworn deposed and says: That he will be the only person working on the project located at: 29 Street ► ' i Shores Florida ractors . ignatu'e Sworn to (or affirmed) and subscribed for me this f) day of -N-US by G V 0114 , 20 Personally known OR Produced Identification >U • Type of Identification Produced S S MAHARAI K. GONZALEZ MY COMMISSION* GG 044602 EXPIRE • onded Thru Notary Public Underwriters Print, Type or Stamp AWARD WINNING CUSTOM BUILDERS ■ SINCE 1988 STATE OF FLORIDA CGC 047255 • OSCAR@LONGACONSTRUCTION.COM • (954) 254-0491 hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption •opmy.. Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fall -time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to.•work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKN• DGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Fl • 'd County of Miami -Dade //��,,,� The foregoing was acknowledge "before me this ag day of AUQ US+ , 20 +. By PQ 9 1 an Ta who is personally known to me or has produced identification. Owner JILLIAN A TAIPALE ti PAY COMMISSION $ FF987003 EXPIRES Apra 27, 2020 rte. (4O1)308.0153 FleridWdarYSINVOIP.eem cg—q 3.-.1A9!Al A ; f.n0i:npli 'to! vosp.t7v,i0;-2.3 YM • I`-e..f•.'0k•.t`' 7,..v ' 11 ' f RCE ROGER CHAVARRIA. P.E Consulting Engineer & Planner . 780 Tamiami Canal Rd. Miami, FL.33144 Ph: 305-229-3874 Email: rcstructure@aol.com December 21, 2017 MIAMI SHORES VILLAGE Building Department. 10050 N.E. 2nd. AVE. Miami Shores, FL.33138 Attn : Building Official Ref: New Tie Beam Permit # : RC 17909 r �J/7- 90 9 7 I, hereby as the engineer of records. On December 19th of the current year , I inspected Two 8"x12" concrete column that frame a door with 4 #5 vert. bar and #3ties @8" along with a 8'x12" tie beam with 4 #5 cont. bars with #3 stirrups @12" o.c. To the best of my knowledge and professional judgment, These concrete structures satisfy. The minimum requirements of the FBC 2014.Therefore, I respectfully recommend that your department in conformance approve this Inspection. If further information is needed, please give us a call. Sincerely Scale 1"=210' SKETCH' Or- OULIVEY LOT -7 v BLOCK -5 M FIP 1/2" NO I.D. 4' CHAIN LINK FENCE LOT -6 BLOCK -5 FIP I/2" NO I.D. LOT -5 BLOCK -5 OE OE 0.20' CL z J Z U az U_ 107.50'(R&M LOT -24 BLOCK -5 0.05' CL W FIP 1/2" NO I.D. OO BLOCK 155.86'(R) CORNER FIP 112" NO I.D. 21' PARKWAY EDGE OF PAVEMENT ••. • • • • ••. •• . • . • .•. • • • • •.. • . • • ••..•. • .:.:• •• • . • • • •••.. •_ •• •.. . • PROPERTY ADDRESS: 29 N.W. 99 STREET MIAMI SHORES, FL 33150 ( FOLIO No. 11-3101-018-0520 ) DESCRIPTION The East 25 feet of Lot 22 and all Lot 23, Block 5, of "NAVARRO SUBDIVISION" according to the Plat thereof as recorded In Plat Book 12, at Page 59, of the Public Records of Miami -Dade County, Florida. There may be legal restrictions on the subject property that are not shown on the Map of Survey that may be found in the Public Records of Miami -Dade County, or the records of any other public and private entities as their jurisdictions may appear. The Map of Survey is intended to be displayed at the stated graphic scale in English units of measurement. Attention is brought to the fact that said drawing may be altered in scale by the reproduction process. This Survey was conducted for the purpose of a BOUNDARY SURVEY only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency board, commission or other entity. Legal description was fumished by the client. The elevations of well -identified features as depicted on this survey and map were measured to an estimated vertical positional accuracy of 1/10 foot for natural ground surfaces and 1/100 foot for hardscape surfaces, including pavements, curbs and other man-made features as may exist. Well -identified features as depicted on this survey and map were measured to an estimated horizontal positional accuracy of 1/10 foot unless otherwise shown. Legal Description subject to any dedications, limitations, restrictions, reservations or recorded easements. Sketch of Survey cannot be used for construction purposes. Surveyor not responsible for third party alterations. LIST OF POSSIBLE ENCROACHMENT: N/A BENCH MARK USED 11 14 apt N/A mx W m U U z�u _ w ww "I z -H-- ;°5 w‘x Lli o HU HRH v; v; d ud 33 Zj $ W2 W ¢= az y 0 w3i IT= W ZL ZZY W:N WOo:000}. o Zcc 11.1 WW WWI- a.et macedmmmcoco n n 0 0 n u u n 0 0 11 LOCATION MAP (NOT TO SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: WILLIAM PENA WELLS SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT SAID "BOUNDARY SURVEY" MEETS THE INTENT OF THE "MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA", PURSUANT TO RULE 5J17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING RULE, CHAPTER 472.027 OF THE FLORIDA • • • • AERIAL Me; ( �O !C • ALE) •: • • • FLOOD ZONE INFdRMATION: ••• Community No. 120652 Panel No. 0302 • • • • • Suffix: L • ••• • • • �' FIRM Date: 09-1 woof• r • Flood Zone: X • • • • • • N 02-10-2017 — ••• • GAMY B. CASTEL :PROFESSIONAL LAND SURVEYOR No. 4129 •:STA,TF.OF FLORIDA IJ II II II II, II 11 (I H II 11 0 Z >ai a W x^ c91Wlm O. zz0ao.0.0. w o8J m L O oCCg�' 9Umm =J J Qaamp�(.)U UU0U Survey is not covered by Proffesional Liability Insurance. ORIGINAL 02-10-2017 FIELD DATE REVISIONS: SHEET No. 1/1 s • • • Land Surveyors & Mapper 1016 SW 132 COURT, MIAMI, FL. 33186 • • • • • _ Telephone: 786-290-4184 JOB No.: 0.1-51-17 7 e s 4, 3 2 l_ l0 11,12 12, 14 15 N.sd ■e'• , - ,• .. , eb' mx W m U U z�u _ w ww "I z -H-- ;°5 w‘x Lli o HU HRH v; v; d ud 33 Zj $ W2 W ¢= az y 0 w3i IT= W ZL ZZY W:N WOo:000}. o Zcc 11.1 WW WWI- a.et macedmmmcoco n n 0 0 n u u n 0 0 11 LOCATION MAP (NOT TO SCALE) If shown elevations are referred to N.G.V.D. of 1929 The surveyor makes no representation as to ownership, possession or occupation of the subject property by any entity or individual. Subsurface improvements and/or encroachments within, upon, across, abutting or adjacent to the subject property were not located and are not shown. Not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared for the exclusive use of the entities named herein and the certification does not extend to any unnamed party. CERTIFY TO: WILLIAM PENA WELLS SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE MAP OF SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT SAID "BOUNDARY SURVEY" MEETS THE INTENT OF THE "MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA", PURSUANT TO RULE 5J17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING RULE, CHAPTER 472.027 OF THE FLORIDA • • • • AERIAL Me; ( �O !C • ALE) •: • • • FLOOD ZONE INFdRMATION: ••• Community No. 120652 Panel No. 0302 • • • • • Suffix: L • ••• • • • �' FIRM Date: 09-1 woof• r • Flood Zone: X • • • • • • N 02-10-2017 — ••• • GAMY B. CASTEL :PROFESSIONAL LAND SURVEYOR No. 4129 •:STA,TF.OF FLORIDA IJ II II II II, II 11 (I H II 11 0 Z >ai a W x^ c91Wlm O. zz0ao.0.0. w o8J m L O oCCg�' 9Umm =J J Qaamp�(.)U UU0U Survey is not covered by Proffesional Liability Insurance. ORIGINAL 02-10-2017 FIELD DATE REVISIONS: SHEET No. 1/1 s • • • Land Surveyors & Mapper 1016 SW 132 COURT, MIAMI, FL. 33186 • • • • • _ Telephone: 786-290-4184 JOB No.: 0.1-51-17 Ph: 305-229-3874 ROGER CHAVARRIA. P.E Consulting Engineer & Planner . Email: restructure@aol.com 780 Tamiami Canal Rd. Miami, FL.33144 August 15, 2017 MIAMI SHORES VILLAGE Building Department. 10050 N.E. 2nd.. AVE. Miami Shores, FL.33138 Attn : Building Official Ref: Response to Comments dated by 8-1-17 Permit # : RC 17-909 Answer to comment #1 : i There is not foundation to legitimate, the existing WF -16 belong to the original covered terrace, therefore a soil statement is unnecessary. Answer to comment #2 : A- No footing to legitimate B- There is no concrete beam or column to legitimate C- There is no masonry walls to legitimate; there are solid brick as it's mentioned on plans and the as built letter already submitted. D- The Wind Load calculations were already submitted the first time the plans got •••' • into the City; Sheet S-3 shows elevations with wind pressures, already submitted. E- The floor framing is part of the original covered terrace, there is no need to l Tiniate •..'. an structure that is legal. ••. . • F- The roof framing is original of the terrace, there is no need to legitimate....... G- I'm placing new roof straps between the roof joists and the wood beam, becat. did• ••.. • not see any straps at the time of the inspection. ..... : • . •• • Answer to comment #3 : •.. • . The wall (solid brick) enclosure is the only structural member to legitimate, rebar is • :.... im•possible to place. . • Answer to comment #8 :• . •" • • No special inspector is necessary, because no masonry (fill cell with rebar and grout) Job is to be made nor foundation as well. To the best of my knowledge and professional judgment, these answers represent an appraisal of the present condition of this structure, If further information is needed, please give us a call. Sincerely