Loading...
RF-11-1594Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163900 Scheduled Inspection Date: March 12, 2012 Inspector: Bruhn, Norman Permit Number: RF -8 -11 -1594 Owner: TIMINSKY, JOHN Job Address: 1285 NE 104 Street Miami Shores, FL 33138 -2659 Project: <NONE> Contractor: ARES CONSTRUCTION CORP Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Phone Number (305)495 -0055 Parcel Number 1122320300010 Building Department Comments INSTALL HURRICANE STRAPS Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 09, 2012 For Inspections please call: (305)762 -4949 Page 3of31 XUNJT_4 SUNSET BUILDING SOLU+,:r�S' INSPECTION REPORT Date : March 9, 2012 From: Sunset Building Solutions 3625 NW 82 Ave. Suite 405 Miami, Florida 33166 To : Village of Miami Shores Building Official 10050 North East 2nd Avenue Miami Shores, Florida 33138 Re. : 1285 NE 104 St Miami Shores, FL 33138 Permit: RF -8 -11 -1594 Dear Sir: We hereby certify that the installation of reinforcement roof framing to wall connection was inspected by our company. In my professional judgment the work was completed in compliance with submitted to the Building Department plans and in compliance with 2007 Florida Building Code Existing Structures 611.8.1 minimum requirements If you have any questions please contact our Office Sincerel Jo - - one alez, P.E. 1 king Solutions Inc. Prin ineer 1JC • CA # 27935 P • 305- 320 -7546 F • 305 - 279 -8811 sunsetbuildingsolution @yahoo.com 10661 N. Kendall Dr, Ste 220. Miami, Fl 33176 Miami Shores Village REOICIVED Building Department AUG 2011 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: OWNER: Name (Fee r i e itleholder): Address: /GPZ3 J J°�G City: Tenant/Lessee Name: Email: State: Permit No. BY m., ..•e•o..•eo..a•. NaoiB (§-45Y Master Permit No. / G / /(j Phone #: 11/41 — [/r/ Zip: 5g Phone #: 4./X JOB ADD � SS: City: v K t' a iami Shores County: Miami Dade Zip: 33/33' 3 Folio/Parcel #: i :J 4)t_ /0 c( Si Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTO ompan Name:: AltaS 7 - 'O `'� Phone #: Address: / 4149 &O`'f ® g)- 3 1 City: Qualifier Name: tate: .Wj-6 Q/2.156V zip: /b5' Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ r D Square/Linear Footage of Work: Type of Work: ❑Addition UAlteration t� e ❑New URepair/Replace ❑Demolition Description of Work: t� t LL t v ° MG't ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Fees************* * * * * * * * * * * * * * * * * * * *** * * * * * * * * ** Submittal Fee $ Permit Fee $ /e° e2- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ TOTAL FEE NOW DUE $ 1 0 -3` 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencemen ust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si a tT s Signature Owner or Agent Con u . ctor The fore oing instrument was ackn. wledged before me thi _ -' The foreg • '. g instrument was acknowledg before m this '�T j � day of , ,20/1 , b �� ._ iL.._i day of ,20 , by �`� � � I who is personally known to me or who has produced who is perso 111y known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: • C APPROVED BY SHARON ROSA NOTARY PUBLIC STATE OF FLORIDA Comm# DD977039 Sign: Expires 4/1/2014 Print: as identification and who did take an oath. My Commission Expires: %: s a 1\...-*\�. '' /i,,����e-1 S / e ���� \\\, U -�.--e( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009XRevised 3/15/09) IVliami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: I2C 1 (°" I� I DATE: �5 ' I Y I, p� Contractor ❑ wner ❑ Architect Picked up 2 sets of plans and (other) Address: tf2-- -7c$ (B7- ,Stlyt•Co 6,.//Z- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand th -t the plans need to be brought back to Miami Shores Village Building Department permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: /2 PERMIT CLERK INITIAL: STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ARES, JOSE ARES CONSTRUCTION CORP 15 NW 204 ST UNIT # 3C MIAMI FL 33169 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 learn 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! DETACH HERE BATCH NUMBER MIAMI -DADE COUNTY 1 0 W FLLAGL RRST. 1st FLOOR MIAMI, FL 33130 537901 -1 BUSINESS NAME / LOCATION ARES CONSTRUCTION CORPORATION CGC1504806 DOING BUS IN DADE CO 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 561671-0 STATE# CGC 1504806 OWNER ARES CONSTRUCTION CORPORATION Sec. Type of Business THIS Is ONLY 96A GEcNERAL BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/13/2011 60050000025 000075.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD ARES CONSTRUCTION CORPORATION CGC1504806 JOSE J ARES PRES 15 NW 204 ST #3C MIAMI FL 33169 I► III► I►II►►I►11,littirlt ►t,ltl,il►►► ►1111111111111111111 di 03-29-2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER 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: PERSON: FEIN: 03/29/2010 EXPIRATION DATE: 03/28/2012 ARES JOSE J 201060619 BUSINESS NAME AND ADDRESS: ARES CONSTRUCTION CORP 15 NW 204 ST UNIT 3C MIAMI FL 33169 SCOPES OF BUSINESS OR TRADE: 1- REMODELING 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 051141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.051121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or High Wind -Res Caasbuct(on TRUSS/RAFTER TO SINGLE TOP PLATE SIMPSON ® These products ore available With additional corrosion protection. Additlonal products on this page may also be available with this option, check with Simpson Strong -Tie for details. ggf These products are also available in stainless steel for premium corrosion resistance. MD ID Model No. tity. Required Fasteners (Total) - DF/SP Allowable Loads SPF Allowable Loads Truss/Rafters Plates Uplft Parafel to Plate (F1) (160) Perp. to Plate (F2) (160) Uplift Parallel to Plate (Ft) (1160) Perp. to Plate (Fz) (160) (160) (160) H4 1 4-8d 4-8d 360 165 160 235 140 135 H2.5A 1 5-8d 4-8d w - — — 315 — — H3 1 4-3d 4-3d ''� 125 160 320 105 140 114 2 8-3d 8-Bd 720 330 320 470 260 270 H2.5A 2 10-8d 8-8d 1 780 — — 630 — — H3 2 8-8d 8-8d 910 250 320 640 210 280 META16 1 7- 10dxlYa N/R 1450 340 725 1180 340 635 META20 1 7- 10dx1% N/R 1450 340 725 1180 340 635 1116 1 210dxl+ 6- 114X2' /1 Titen' 1470 — — 1265 — — 1. H16 fastened to masonry or concrete wall below single plate. Use 1W Titen screws for concrete applications. 2. N/R —Not required, product Is embedded Into concrete or CMU. 3. Refer to page 15 for multiple META lads. 4. Refer to page 38 for installation details of two connectors on a single truss. 5. H16/H16 -2 factory sloped to 5:12, but 3:12 -7:12 roof slope is acceptable. Refer to pages 8-9 for important considerations regarding coatings on connectors attached to preservative- treated wood HOLLOW COLUMN UPLIFT Install hollow columns after the concrete pour, eliminating the used to determine the column's exact location during layout. Uplift Toads are achieved with a concealed connection using Simpson StrongTiea Titan HD® Rod Coupler or SET Epoxy Tien anchoring adhesive. Allowable Uplift Loads Anchor' Anther I:; I Ole. Min • Embed' Depth' Min. End Dist. Mbt. Edge Disk Bearing Plate NlNo. Coupler Nut Model Uplift Capacity' SPF SP DF TITER ND ROD COUPLER' THD501036C 1h' 8' 16' 13/a BP1k —' 3720 3759 3750 SET EPDXY SOLUTION' 1h°ATR '!s 41 3' 3' BP%-3 CNW1 2420 2420 2420 '/e ATR 3/4" 5' 5° 4° BP%-3 CNW% 3670 3675 3675 V4' ATR 343° 63/! 7' 3' BP%4 CNW% 2990 3980 4400 Ve ATR 1° 7314 8° 4° BP% CNW% 3530 4695 5195 1° ATR 1'0 9' 9' 4' BP1 CNW1 4830 6420 7100 . Refer to the Simpson Strong -Tie° Anchoring and Fastening Systems for Concrete and Masonry catalog (C-SAS for complete SET Epoxy -Tie® adhesive and THDC Installation details. 2. Allowable lads have been increased for wind or earthquake loading with no further Increase allowed. 3. Anchor solutions listed are based on 2500 psi concrete and uncracked concrete with no supplementary reinforcement. 4.4' wrench size required. 5. THDC comes with coupler nut for W diameter threaded rod. 6. System apacfty Ilmiteed by perpendicular to grain wood bearing capacity (5PF= 425 psi, SP = 565 psi, DF= 625 pal), rod tension capacity or anchorage capacity. 7. Anchor length must be at least 2° longer than embedment depth. 8. Designer may modify epoxy embedment depth and edge and end distances per the Simpson Strong -Thy' Anchoring and Fastening Systems for Concrete and Masonryatalog (C -SAS). 9. Threaded rod shall be ASTM A307 and match anchor diameter. Use 1h° ATR with THD501038C option. Beam and column by Designer (double 2x mln. for beam) Threaded Rod BP Bearing Plate and Nut D33 Refer to technical bulletin T- COLUMN for other hollow column uplift connections Threaded Rod Coupler NM Titan HD Rod Coupler (14D501038C) Minimum edge distance to threaded rod - sea table Minimum end distance to threaded rod - see table 19 2011 -08 -30 09:59 FAX » 1 800 685 753l.L2_.1/1 DATE MDI:IffY) , • aai3oi y i I PRODUCER SDU& PaclfiC:P•rofessiOl aI Ins. THIS CERTIFICATE I5. ISSUED AS A MATTER OF INFORMATION 5Q(1 YL 1i'1. 40th Street e I ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CER1TFICATE DOES NOT AMEND. : LEND OrrR H9B4e2,h, FL 33012 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Flzone (3D5)B25 -3535 Fax (31)5A25-5694 I INSURERS AFFORDING COVERAGE I NAIC 0 INSURED ARES CONSTRUCTION, ASURERA: AMERICAN SAFETY INDEMNITY I — � 'INSURER B: CER• •1F1OATE OF LIABILITY INSURANCE 15 NW 204 Street Unit 3C INSURER C: 11.'IL i+t11 GARDENS, FL $3160 - 1NSURERD: ASCENDANT INSURANCE COMP. 786-426-S537 rINSURER E: COVERAGES INSURER F: 77 —ME POLICIES OF INSURANCE L15 HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FORTHF= POLICY PERIOD INDICATED. OTW TMSTANDING ANY REOLPIR,EMCNT, TERM OR COND rrION OF MY CL)NTRACT OR on IER'DOCUMENT WITH RESPECT TO 0.1 H1CI•I THIS CERTIFICATE MAY 13F, ISSUED OR MAY PERTAIN, TM: It4S4JR2XNCE AFF RDED DY TI-1E. POLICIES DESCRIBED HERPIN IS SUBJECT TO ALL T1 IL 112.11M0.S. EXCLUSIONS AND CONDITIONS OF SUCH Mi. :101ES. AGC,REOATIELIMITS SHC N MAY HAVE SEEN REDUCED BY PAID CLAIMS. lPOLICY EFFECTIVE DATE tMAU>SDIYft) 1Ivm" ISRa Imo TYPE OP :INSURAN POLICY NUMBER p•rsl CI'EN6<ML LIABILITY IA D I },fir COMMERCIAL Dal ERAL1 LIABILITY 156M)161640 -o2 06103//1 —11— CLAIMS I41WL .I .ICCUR AGGR•ECwt'TE LIMIT APPLIES PER _J POLICY 1 PROJECT LOG AUTOMOBILE'LIABILITY I ANY AUTO' E ALL OWNED AUTOS L SCHEDULfDAUTOS 1E NON overkv D. AUTOS GARAGE LIABILITY ANY AUTO 7 EXCESSIUMSDELLA LIABILITY I OCCUR r CLAIMS MACE r— } 131.:D DCf1R•L F RETENTION $ Io WORKERS GOMPENSA 'ION AND EMPLOYERS' LIABILITY �( ANY PROPRIETOR.? PARTNER ; LkLCUTIVR. OFFICER 1 ME ADC,R EXCUJDPD? d yes. de_crt'De under SPECIAL PROVISIONS telcw OTHER FOLIC' E14PRATICOl ! PATE (MMIDa'YY) I .� EACH OCCURRENCE 06103/12 MI F la�rG 4 p MED EXP PrrreasDerr) 1PERSCNAL B ADV INJURY GENERAL AGGREGATE LIMITS PROt'Ua1'S- IOMP'OPAGG 1,000,000 100,0.00 1,000,000 1 ,000,000 1,000,000 COMNt€J) SI RGLE LIMIT CEs occident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY 'DAMAGE Per er -1derd) AUTO ONLY -EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGO EACH ODCURRFNCE • AGGREGATE 1 T©RRY LIMITS n E,qM E.L EACH ACCIDENT FJ•.. DISEASE - EA EMPLOYEE E.L. DISEASE- POLICY WAR C'E.3CRVPTI0NOPOPERATIONSfLO TION SdVEHICLES1EXCLUSIONSADDEDBY ENDORSEMENT 1 PROVISIONS CERTIFICATE HOLDER. CANCELLATION MIAMI SHORES 1JIL LAG E 10O50NE2 AVE i MIAMI SHORES 'FP_ 33133 FAX: (3D5)756-8t2 ACORD 25 (26011,08) CIF 1 SHOULD ANY Of THE ABOVE ES IBM POJ f 2S BE CANCELLER BEFORE THE IEXPIItATION DATE THEREOF THE 8 ING SUp R 114 ENDS 4VOR TO MAIL 30 DAYS WRITTEN N TICE E RT101 O ��ERNAlb1ED TO THE LEFT. BUT FAILURE TO DO SO POSE' GB GaATION OR LIABILITY OF ANY KIND UPON THE IN URER, TS A ; O PRESENTATIVE Ii.. .... ...._..... AUTHORIZED REPRESENT TIVE G`" ACORD C@)RP©RATION 1.238 • 4/.5c .3C A. VA- ., .o.eg ,et.rr /, t CA A4A 1 AUG 3 0 • 50.0• • ti • One r✓ Ti. , c. e - .�e'�• 1/28.5 2735• /g,.6., VAG+; t; /0.7 yiR �4 / //7 °22 rxa 'G /5. ao /4 $0.731 %= 24. �. '• . /5 ;36.9• as• hi Pak k'ha .National.. Flood Insurance Rate Map for Florida, Community Panel No. 125098 0093 -F, FIRM Date 09/30/72, and Last Revised''11 /04/$7, published by . the. United. States Department of Housing and Urban Development,- delineates the herein describe4 land to be situated within. Zone "X ". L Miami Shores Village APPROVED BY 'DATE ZONHING DEPT BLDG DEPT I 00.-1( ;I 113,If -CI- TO COMPLIANCE WITH ALL FEDERAL ;; [A FP AND COUNTY RULES AND REGULATIONS = Set 1::" iron pipe LB761 F.I.P. = Found 2" iron pipe C.B.S. = Concrete BJoa_k Stucco' Res. = Residonce Conc. • = Concrete HWY. = Highway O/H = Overhead 1V = Arc Q = Delta R = Radius T = Tangent = Centerline cl. = Clear. S.I.P. Lek,1QD 2rauxcr co ts1Q.AFTE- cvc � k\e2 `N poTh *it c? ks gigQ oubo) vit (k6 I i