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REV-17-2419 A ' Miami Shores Village T r OCT 2017 Building Department v \ � 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 B'�T:_ _ t Tel:(305)795-2204 Fax:(305)756-8972 - "� INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 f f � BUILDING Master Permit No.Q PERMIT APPLICATION Sub Permit No. Lv 1 -z4 I�� BUILDING ❑ ELECTRIC ❑ ROOFING REVISION . ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION F__j SHOP n q /� CONTRACTOR DRAWINGS /� % .JOB ADDRESS: d� ` IV U % � y i City: Miami Shores County: Miami Dade • Zip: I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: -Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ( 1/.,/t C 6,-. (42j kNCW k/' I t,/C Phone#: 1 (3q L° 7rro Address: City: State: L Zip'M 3-2 Tenant/Lessee Name: Phone#: CONTRACTOR:Company Name: f] C ,S 0— Phone#: Address: O 71i Af- i City: State: Zip: 3 / 3 Qualifier Name: - C �� �� - Phone#: _ State Certification or Registration#:; C 0`f_7 Z< S Certificate of Competency#:, i DESIGNER:Architect/Engineer: Phone#: •,-♦ r 1 .1, �(_ . Address: City: State:: Zip: 1 Value of Work for this Permit:$ n�� Square/Linear Footage of Work: `► �F�1 Type of Work: ❑ Addition ❑ Alteration /" ❑ New ❑ Repair/Replace ElDemolition Description of WorJc;. i i��-. �G� L'i / )o n �(\ �'-e .-c - 4, t,t112(/a c.1-�c(/ Specify color of color Mru tile: t .1,4*9#AT A rl a•J.rI�.' f''" t Submittal Fee$'Y ¢ Permit Fee$ CCF$ Scanning Fee$ Radon Fee$ DBPR$ 3w. Notary$ ~ Technology Fee$ Training/Education Fee$ !Double Fee$ Structural Reviews$ � Bond$ / TOTAL FEE NOW DUE$ / (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 '`" i �' '+ 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 incompliance with all applicable laws regulating construction and zoning. ` , ,_' ; E t' ,•t' "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.'; ��. ►' ,i 9 Notice to Applicant: As a condition to the issuance o a building , J pp f g permit with an estimated vdlue.exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be oste at the job site for the first inspection which occurs seven (7) days after the building permit is issue Ih- h bsence of uch po ted notice, the inspection will not be approved and a ction fee will be charged. r l ,• ti �•4� ,_ Signature Signature OWNERorAGENT - CONTRAC OR The foregoing instrument was acknowledged before me this _The foregoing instrument was acknowledged before me this day of `)C 20 i �- by I +N ida�y of0��✓ 20 » by %V AAQKy\ �10' who is personally known to o5wywho is personally known to me or who has produced �l,� �ic-CW<as me or who has pr ce lJ``I V�'► l�C�QY�'� as identification an who did take an oath. identification an who di ath. r NOTARY PUBLIC: NOTAR PUBL Sign: Sign: b Print: / iD C, (e", Print: Q Seal: Seal: YANA RIEPO �N.np, NIL JIlL1AN A TAIPAL E MY COMMI$SI AFF 214091 - — ••V MY COMMISSION M 111MMS - a 'o= EXPIRES:March 25,2019 �r, WI1�8 �'.�� a of�°` Bonded Thru Notary Ruhlic Und�Iwriters ********** (107998aiS3**** * * ***** ***** ********************* ****************************************** APPROVED BY ! Plans Examiner Zoning 1 V1 Structural Review Clerk (Revised02/24/2014) 001101 ILocal Business Tax Receipt Miami—Dade County, State of Re -THIS IS NOTA BILL=DO NOT.PAY ' 6659479 FL BI BUSINESS NAME[LOCgTION...—: "•..,' -" •• RECEIPT'NO" "` ' LONGA CONSTRUCTION INCEXPIRES •1075 NE 89 ST 6930656` SEPTEMBER 30, 201;8 MIAMI FL 33138 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNERS g �` "-. .'SEC.TYPE,OF_BUSINESS P ' LONGA CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR PAYMENT'RECEIVED `OSCAR(;NGA,QUALIFIER $J},o„CGC047255 I BY TAX COLLECTOR Workers 1 _ ttt '" 8&25Q 10/1-1/2017,._.. t CREDIT�AR18=002029 ✓ E usinom This local Business Tax Receipt only confirms J -1 ! I permit,or a certification of the hold ualificat ossa to do ustneas Holder must om Receipt,isnot a license, dor nongovernmental regulatory laws and requirements which'apply to the busieasa PN Y governmental . _The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Daea-1276 3 ► ) i de Code Sec . y For more information,visit wwin.miamidada govhazcollectg LONGA-1 OP ID:CA ACC�RO- 1 1 DATE(MMIDWYYYY) CERTIFICATE OF LIABILITY INSURANCE 11/06/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A_ CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 CON ACT M Marla Iglesias Insurance Marketers,Inc. NAME: 2600 Douglas Road Suite 712 PHONE Lffi.No. .3055-442-9507 AI No):305-447-8527 Coral Gables,FL 33134 Maria Iglesias -ADDRESS: INSURER(Si AFFORDING COVERAGE NAIC a INSURER A:Seneca Insurance Co. INSURED Longa Construction Inc. INSURER B: 1075 NE 89 Street Miami, FL 33138 INSURER C INSURER D: INSURER E: F 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. INS TYPE OF INSURANCE WaL POLICY NUMBER POLICY EFF MM POLICY EXP LIMBS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DA GE T"M7F CLAIMS-MADE T OCCUR BAK36158-1 10/30/2017 10/3012018 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5, PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY❑ PRO F7,LOC PRODUCTS-COMP/OP AGG $ 2,000,00 JECT OTHER: Emp Ben. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPReOaPEER'Y DAMAG $ 1 HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STAME ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) N/A E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Residential interior buildouts/renovations.Coverage is subject to Shown terms,conditions,deductible's and exicusions as own in-the policies. CERTIFICATE HOLDER CANCELLATION MIAM-01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village,Florida THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores Village,FL 33138 AUTHORIZED REPRESENTATIVE a ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD RC.ENGINEERING Project Title: t Roger Chavarria.P.E. Engineer: Project ID: FL.Lic.PE#50712 Project Descr: 780 Tamiami Canal Rd. Miami,FL.33144 ?rioted:25 OC.T 261'.6:38?Ai File-CIPROGRA-21ENERCA-1 Concrete Beam "_ � ENERCALC,INC.1983-2017,BuiId.10:17.8.29,Ver.10.17.8.29 Description: BEAM B-1 FOR 29 NW.99 ST.MIAMI SHORES,FL. CODE REFERENCES Calculations per Load Combination Set:ASCE 7-10 _Material Properties a fc = 3.0 ksi Phi Values Flexure: 0.90 fr= fc" * 7.50 = 410.792 psi Shear: 0.750 W Density = 150.0 pcf R 1 = 0.850 LtWt Factor = 1.0oil Elastic Modulus = 3,122.0 ksi Fy-Stirrups 40.0 ksi E-Stirrups = 29,000.0 ksi fy-Main Rebar = 60.0 ksi Stirrup Bar Size# 3 � Cr2 x �� ••• E-Main Rebar = 29,000.0 ksi 000040,0 • �; Number of Resisting Legs Per Stirrup= 2r�r>; . t s. .. .01 i 0.0060 • • • ••6.01• 4.6....... ....r-.. . . � • • 000060 6.60 00066; • • • • 00000,10 • 6i i 60.600 • •0 *0 9664 � M�+N to �•�*4Y,��r "'`&$ uw �r�3�3 d "Y tiayrhayg+3 ^+ t a� y1 � � ' a4 :00*** Ffti«p � Sax �` �y �z �i^.�r 'a �i r✓. +"z�h#S6i�4F 6 •••••• g 60 8. TS ni i I _Cross Section &Reinforcing Details _. Rectangular Section, Width=8.0 in, Height=12.0 in Span#1 Reinforcing.... 245 at 1.50 in from Top,from 0.0 to 8.0 ft in this span 245 at 1.50 in from Bottom,from 0.0 to 8.0 ft in this span Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.020, Lr=0.030, W=0.030 ksf, Tributary Width=6.50 ft,(ROOF GRAVITY AND WIND) DESIGN SUMMARY j Maximum Bending Stress Ratio = 0.204 : 1 Maximum Deflection 1 Section used for this span Typical Section Max Downward Transient Deflection 0.005 in Ratio= 19218>=36 Max Upward Transient Deflection 0.000 in Ratio= 0<360 - Mu:Applied 5.484 k-ft p � Mn"Phi:Allowable 26.831 k-ft Max Downward Total Deflection 0.012 in Ratio= 8076>=18 Max Upward Total Deflection 0.000 in Ratio= 999>=18 • Location of maximum on span 4.007 ft Span#where maximum occurs Span#1 Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 _-_- ._ -._-_ __-... _. ...- Overall MAXimum 1.856 1.856 • lent ' Overall MINimum 0.552 0.552 •••6••• ,y���•. +D+H 0.920 0.920 : GE • +D+L+H 0.920 0.920 \ ++ +D+Lr+H 1.700 1.700 Np,507 . ' +D+g+H 0.920 0.920 {t + +D+0.750Lr+0.750L+H 1.505 1.505 1 TACE QF tN +D+0.750L+0.750S+H 0.920 0.920 .►'��•• 0 '31- ' ro +Di0.60W+H 1.388 1.388 .••PLO • , +D+0.70E+H 0.920 0.920 X00 O� ••• +D+0.750Lr+0.750L+0.450W+H 1.856 1.856 �� �pNp► ���� +D+0.750L40.75OS+0.450W+H 1.271 1.271 +D+0.750L+0.750S+0.5250E+H 0.920 0.920 ! W i I RC.ENGINEERING Project Title: Roger Chavarria.P.E. Engineer: Proiect ID: FL.Lic.PE#50712 Project Descr. 780 Tamiami Canal Rd. " Miami,FL.33144 ?rinsd:26OCT 2.17,o:35?t•,1 1File=C:1PROGRA-:File -1 Concrete Beam _ ENERCALC,INC.1983-2017,BuildA0.17.8.29,Ver.10.17.8.29 KW-06003607 Description: BEAM 9-1 FOR 29 NW.99 ST.MIAMI SHORES,FL. Vertical Reactions Support notation:Far left is#1 Load Combination Support 1 Support 2 -r0.60D�4.60W�+0.60H 1.020 1.020 - +0.60D-+0.70E+0.60H 0.552 0.552 D Only 0.920 0.920 Lr Only 0.780 0.780 L Only S Only. W Only 0.780 0.780 E Only H Only Shear Stirrup Requirements ...... - - - - ------ - ------------------- -—----- �-._�- - - ---- • Entire Beam- -Span Length- :Vu<PhiVd2, Req'd Vs=Not Regd 11.4.6.1, use stirrups spaced at 0.000 in •• • +••• • • • • Maximum Forces&Stresses for Load Combinations •••••• 1•••• •••••• Load Combination Location(ft) Bending Stress ResUW rilfi) • —w— • Segment Length Span# in Span Mu:Max Phi'MV 0, Stress Qdtip --—--- ----------_-.--------- ---------------- - MAXimum BENDING Envelope ---------------'•"•-•� 0------•-•---�`-•++�• Span#1 1 8.000 5.48 !8!�••� 0.�(?•�•• •••••• +1.20D+1.60Lr+0.50W+1.60H •• •• •• • •••••• Span#1 1 8.000 5.48 Zra✓ .. 0.20 Overall Maximum Deflections .,..�. .Load Combination Span Max.""Deft Location in Span Load Combination Mei."+"Def b Location in Span,•• +D+0.750Lr+0.750L+0.450W+H 1 0.0119 4.000 0.0000 . 0.00 ♦5N°RES G�! ,,,st" Miami shores Village Building Department ORID 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 75P.89?2 :**so* MIAMI SHORES VILLAGE •.... •�•;�� NOTICE TO BUILDING DEPARTMENT "'• •""' OF EMPLOYMENT AS SPECIAL INSPECTOR UND5R•• •• THE FLORIDA BUILDING CODE ,;;;;, ;;;;;• , . 4,.0 .. ... . ...... 1(We)have been retained by to perform speciaFimq*eipr services uhder •; the Florida Building Code at the Z • project on the below listed structur1,,aj:2f •••+•• (date).I am a registered architect or professional engineer licensed in the State of Florida 0 •• PROCESS NUMBERS: •' ••+ • 00 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) w" SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927:12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection" 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial aodtlttl'V t roll the approved plans. Signedaud 9,04$ Engineer/Architect �n •t.¢•�,,.....,�'�j� �, Name NEIL CN1VM�'1�I'7t• ©�• �GENSF •,�� (PLANT) 780 'Pril^.-ti cewaL Address M(AWf,t',. 33/ Y-1 • r� W : Phone No. mss'Zty� 38?¢ � : C tG/ 809'' 10N If✓w�'�ffttllt���`,