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REV-16-2024 r ` n Miami Shores Village JUL 19 281 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 FBC 20 � BUILDING Master Permit No. ) ) s / 6- PERMIT APPLICATION Sub Permit No.guy ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 500 VLA �z 51VeeI City: Miami Shores Coun • Miami Dade Zi 1 Folio/Parcel#: oA® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Con ruction Type: Flood Zone: BFE: Q z J (FF�E: 1' R/ OWNER:Name(Fee Simple Titleholder):V>O� i;� Phone#: 3® 'Z 0' Ol o 8 Address: City: 1 \�' S State: • Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: v Pdone#: •�, Address W l Ce(0 ` City: C°' �, I State: Zip " Qualifier Name: ° V S Phone#: State Certification or Registration#: C Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: n City: State: Zip: Value of Work for this Permit:$ ,��a` U®0 Square/Linear Footage of Work: Type of Work: ❑ Addit' n E? Alter tion ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I n 1 I lf'w In CS Specify color of color thru tile: �[� Submittal Fee$1 Permit Fee$ 1 CCF$ CO/CC$ Scanning Fee$ ®® Radon Fee C DBPR$ -CZNotary$ Technology Fee$ 0 Training/Education Fee$ U' Cp(3 Double Fee$ Structural Reviews$ Qj'z�' Bond$ TOTAL FEE NOW DUE$ - Eio (Revised02/24/2014) 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 approved and a reinspection fee will be charged. Signature SiL;�� gnature 11' ,w OWNER or AGENT CONTRACT The foregoing instrument las acknowledged before me this The foregoing instrument was acknowledged before me this day of J 20/J b of l 20X1 ,by who is personally known to 4 S who is personally known to me or who has produced (/ as me or who has produced 4 C las identification and who did take an oath. identification and who d tak 'an oath. NOTARY PUBLIC: NOTAR Sign: Sign nt Print: r��- l V, t���e �•••'• �o Seal: No,") e Notary Public State of Florida Seal: * * MY COMMISSION#FF 072394 Joanna M Feliciano EXPIRES:March 21,2018 My Commission FF 082753 �1erF��oP°P BondedThruBudgdNotaryServkn Expires 01/1212018 APPROVED BY L y Plans Examiner Zoning v Structural Review Clerk A (Revised02/24/2014) � � r 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 cefifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/3!2016 EXPIRATION DATE: 6/3/2018 PERSON: REIS LUIS H SR FEIN: 300794869 BUSINESS NAME AND ADDRESS: ACTION GENERAL CONTRACTING INC 16850-112 COLLINS AVE#284 SUNNY ISLES FL 33160 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 MV a c ertifrcalle of etealon wider this semen may not recovw beneft or compensation under this chapter.Pursuant to Chapter 440 05(12),F.S.,Certificates of election to be exempL..apply only within the scope of the business or trade Usiml on the notice of elecition to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of elects m to be exempt and cartillcon of election to be am"do be subject to revocadon if,at any time after the ti0ng of the notice or the issuance of tre certificate, the person named on the notice or cite no longer meets the rpukements of tris section for be====of a The department shall revoke a DFS-F2-0WC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 ACORD DAT / Y)CERTIFICATE OF LIABILITY INSURANCE 07/19/16 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 endorsement(s). PRODUCER CONTACT NAME: TEAM USA INSURANCE PHONE (305)933-2600 AC No: (305)932-6628 18518 W.Dixie Highway -MAIL janraylily@hotmail.com Aventura,FL 33180 INSURERS AFFORDING COVERAGE NAIC# Phone (305)933-2600 Fax (305)932-6628 INSURER A: GRANADA INSURANCE COMPANY INSURED INSURER B: Action General Contracting Inc INSURER C: 16850-112 Collins Ave#284 INSURER D: North Miami Beach,FL 33160- (786)290-0507 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. INSR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDIYYYY) (MMIDDA00M LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 0 RE COMMERCIAL GENERAL LIABILITY DAMAGEES S(Ea RENTED $ce 100,000.00 PMISoxurren A ❑ ❑ CLAIMS-MADE ❑ OCCUR Y Y 05/29/2016 05/29/2017 0185FL00071121 MED EXP(Any one person) $ 5,000.00 ❑ PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'LAGGREGATE LIMIT APPLIES PEP: PRODUCTS-COMP/OP AGG $ 2,000,00.0.00_ ❑ POLICY ❑ PRO- JECT ❑ LOC $ AUTOMOBILE LIABILITY COMBINED a BINEDtSINGLE LIMIT ❑ ANY AUTO BODILY INJURY(Per person) $ [:i ALL ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Per accident $ NON-OWNED PROPERTY DAMAGE $ ❑ HIRED AUTOS ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ _ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION ❑WC STATU- ❑OTH- AND EMPLOYERS'LIABILITY Y/NER -------- ANY PROPRIETOR/PARTNER/EXECUTNE OFFICER/MEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required) TYPE OF CONTRACTOR OR CONTRACTOR,S LICENSE#020464 I �L _J CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESrNOTn)IC POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOFWILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICYDNS. 10050 NE 2 AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES,FLORIDA 33138 I lirida mirabal ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/05)QF The ACORD name and logo are registered marks of ACORD SUAREZ ENGINEERS , LLC PRORESSIONAL ENGINEERING CONSULTANTS 12020 SW 7e Ct Pinecrest,Florida 33156 (786)547-8401 esuarez@suarezeng.com EngUc#CA29429 June 29,2016 ,;, a. I C. Miami Shores Village Building Department 10050 Northeast 26d Avenue Miami Shores, FL 33138 .. Tel: (305)795-2204 RE: 2x Buck Installation and Attachments Property Address: 500 NE 92nd Street Miami Shores, FL 331 8 Mr. Inspector, I reviewed the use of the wood bucks for the above referenced address.To the best of my knowledge and professional judgment, 1 found their use to be in accordance with the current edition of the Florida Building Code. I have determined that their anchoring as noted below will properly transfer the loads to the structure. Wood bucks consist of 2x members(Pressure Treated Southern Pine Grade#2 with a minimum allowable bending stress of FB= 1250 psi).Wood members are free of all imperfections such as splits, checks or excessive knots.Anchors utilized were 1/4°x 2 3/4°long Tapcons spaced 3°from the ends and 9°to 10°on center staggered with a minimum of 1"from the wood edge. Should you have any questions or need any additional information do not hesitate to contact me. •; • :'• • No.6475% •: j _ R• . J� "• •• ��Q STpj5 OF !(� do Or Eduardo A. Suarez, PE License PE64759 "Xi J- , WINDOW/ DOOR SCHEDULE W WIND LOAD RESULTS TESTED GENERAL NOTES: o PANEL WIDTH X MANUF./ NOTICE OF EFFECTIVE DESIGN WIND WINDOW z TAG DESCRIPTION GLAZING TINT FRAME GCP(+) PRESSURE PRESSURE APPROVAL 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 AND THE p COLOR STYLE HEIGHT MODEL# AREA ZONE OA.) ASCE 7- F- (SQ.FT.) GCP(-) (P.S.F.) (P.S.F.) (N. 10 WIND CODE. a ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +1.00 +40.0 +65/ 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. U w 0 WINDOW-IMPACT RESISTANT (TYPE"B") CLEAR WHITE XO 63 .38k° SERIES"HS-8700" 8.3 END(5) -1.40 -53.7 -65 14-0908.14 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE w ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. +1.00 +40.0 +65/ WITH HE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCT CONTROLS. z U © WINDOW-IMPACT RESISTANT (TYPE"B") CLEAR WHITE XO 37°x 26" SERIES"HS-8700" 3 3 INT(4) -1.10 •43.4 -65 14-0908.14 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A.DESIGN PRESSURES g K +1.00 +40.0 +65/ AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. y w ALUMINUM HORIZONTAL ROLLER 5/16 LAMI LAWSON INDUST. > © WINDOW-IMPACT RESISTANT (TYPE"D") CLEAR WHITE XOX 111°x 50° SERIES"HS-8700" 9.8 INT(4) -1.10 -43.4 75 14-0908.14 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS,COLUMNS,FRAMING,ETC.) it p O ALUMINUM HORIZONTAL ROLLER 5/16 LAMI CLEAR WHITE LAWSON INDUST. +0.98 +39.4 +65/ SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS XO 74"x 50" " 12.8 END(5) 14 Ogpg,14 O ___,XVRP- A T E S °) 85 HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. Z ALUMINUM HORIZONTAL ROLLER 5/16 LAMILAWSON INDUST. +1.00 +40.0 +65/ 1 6. FOR EGRESS,THE MIN.CLEAR WIDTH REQUIRED IS:20".THE MIN.CLEAR HEIGHT REQUIRED IS:24",AND A O WINDOW-IMPACT RESISTANT (TYPE"B") CLEAR WHITE XO 48"x35' SERIES"HS-8700" 5.8 END(5) _1.40 -53.7 -65 14-0908.14 Eng neer MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ.FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44' LAM " 7.0 END(5) + 14-0908.14 ABOVE FINISHED FLOOR. O U R O L 5 CLEAR WHITE XO 53"x38° O IDS . I O -IM A T E S PE"B") E I 7 4 7 65 1 ALUMINUM HORIZONTAL ROLLER 5/16 LAMI �° LAWSON INDUST. +1.00 +40.0 +651 1 G CLEAR WHITE XOX 108"x508 9.5 END(5) 14-0908.14 SCOPE OF WORK: WINDOW-IMPACT RESISTANT (TYPE°D') SERIES"HS-8700' -1.40 -53.7 -75 EXIST.BARREL TILE ROOF WINDOW/DOOR REPLACEMENT S U A R E Z EXIST.BARREL TILE ROOF CONSISTING OF: ENOINEERB EXIST. 1 +20M Nang,R 70t331 a BARREL TILE ROOF-- � A • 12 NEW IMPACT RESISTANT rse.saT-sao� cn zeaze ALUMINUM FRAMED GLASS . WINDOWS ® 1 O O O O O O z 00 SOUTH ELEVATION REAR W WEST ELEVATION (RIGHT) W S � / "- � IND LOAD CALCULATIONS `") SCALE: 1/8"=1'-0" -EXIST.BARREL TILE ROOF EXIST.BARREL TILE ROOF CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 �.,W -0 LL_ EXIST. �- BARREL TILE ROOF OFOT PART PERM T WIND VELOCITY= 175 MPH Q m ® EXPOSURE CATEGORY= C p NOT PART 1 �0 BUILDING CATEGORY= If O Z Cf)BUILDING CLASSIFICATION= ENCLOSED OF PERMIT IMPORTANCE FACTOR(1)= WA Q C' OB © WIND DIRECTIONALITY FACTOR(Kd)= 0.85 7 ® 0 Lca HEIGHT OF HILL OR ENTRAPMENT(H)= N/A W Ln TOPOGRAPHIC FACTOR(Kzt)= 1.00 O © O MEAN ROOF HEIGHT(h)= 15 FT VELOCITY PRESSURE • O a EXPOSURE COEFFICIENT(Kh)= 0.85 PRODUCT OF INTERNAL PRESSURE • *so,: •••• •• • COEFFICIENT AND GUST • • • •• EFFECT FACTOR(GCpi) t 0.18 •'••+• •�•• : EAST E E AT ON (LEFT) • • NORTH ELEVATION (FRONT) PRODUCT OF EXTERNAL PRESSURE • SCALE: 1/8"=1-0 COEFFICIENT AND GUST :::::: ••:•• SCA �0 143"= 1�-0" B C B EFFECT FACTOR(GCp) (NOTE 1) so see,* •• • ••• O O O BUILDING W AT NARROWEST DIMENSION= 25'-0" •• • ••••• •••` EGRESS CORNER(MIIN.1OF 0%OFSTANCE T HEONARRNE 5 OWEST DIM.OR 0.4x(h) ' • ••• • • • • • NOT PART BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.•• iy�`� •••••• • BATH OF PERMIT 0.1 X 25'-0"=2'-6• EDUARDO A.SU7- OF 0.4X15'-0"=6'-0" • •• i••• BATH ` U�Ns�s BEDROOM ; 20.04 X 25'-0"=1'-0"(,f•• AG m : BEDROOM ' \ VELOCITY PRESSURE EVALUATED AT HEIGHT z=h(qh) • qh=.00256(Kh)(Kzt)(Kd)(VA2)CA qh=.00256(0.85)(1)(0.85)(175A2) qh=56.51 PSF Date: 4-20-16 FAMILY ROOM DESIGN WIND PRESSURE(p) Project Desigrrer. EAS EGRESS LIVING ROOM O (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) DrawnBy:_.- EAS• p=(0.6XIhI(GCP)-(GCpi)] Checked By:_ EAS. (PRESSURE) p=(0.6)56.51 IGCp(+)-(-0.18)] Submittal: PERMn SET (SUCTION) p=(0.6)56.51 IGCp(-)- (+0.18)] DrawbV TIUe: NNOTE: GENERAL NOTES, NOT PART DINING KITCHEN 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ONFLOOR PLAN, PERMIT EFFECTIVE WIND AREA AND ZONE.SEE WINDOW I DOOR SCHEDULE. ELEVATIONS AND 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN SCHEDULES © O O STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT AREA sheet STRUCTURAL BREAK. FLOOR PLANEFFECTIVE WIND N 3 MULTIPLIED BY THE WIDTH THAT NEED NOT BEL SS THAN 1 of 1 E) SCALE: 1/8"= 1'-O" ONE THIRD THE HEIGHT.