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RC-12-662
Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0eJ0 Phone. (3051795 -2204 Fax: ∎305)755 -8972 — . ('� Pt1STOINSITE Permit NO. RC ..4 '1'1 , "" 662 ss/tication: Additic Issue Date: 0/13 /2012 JtINALI INSPECTION REQUESTS: (305)762 -4949 or Log on at https:// bIdei.rniarr.ishoresvffiage.com /cap; REQUEST S ARE ACCEFTED DURING 8 :30AM - 3:z0PM FOR THE FOLLOWING E EUSINESS DAY. Requests must be received by 3 pm for following day inspections. Expires: .1 21 1 0/201 2 Residential Ccnstrcuctic'n Parcel #:4132050090J00 Owner's N tme: ,JOHN KATHE Owner's Phon. : Job Address: 983 NE.13 Avenue Total Square reet: 0 )'Miami �hnres, FI $ Total Job Valuation: .� 136,475.0U Bond Number: ContractoiLL NCR CONSTRUCTION CORP Phone Primary Contractor (964)536-3897 Yes WORK IS ALLOWED MONDAY THROUGH SATUF'.D,rY, 7:30AM - 6 :OOPM. NO WORK IS ALLt W :D ON ;UN:<AY OR HOLIDAYS, BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAI NO BUILDING INSPECTIONS DONE ON FR!DAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AYAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIEILITYTO ENSURE THAT WORK W ACCESSIBLE AND EXPOSED FOR INSPECTIO1'4 PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF ^OMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BE'::ORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSUL', WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION ZONING INSPECTION Foundation Stemwall Slab Columns (1.;t Lift), Columns ('nd Lift) Tie Beam Truss /Rafters PLUMBING ZONING COMMENTS Roof Sheathing_ Bucks Windows /Doors Interior Framing Insulation ralk Fire Sprinklers Roof Drains Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway +Drivewa Base Tin Ca • Roof in Progress Mop in Progress Final Roc..f Shutters Attachment'` Final Shutters Rails and Guardrails ADA compliance FINAL, Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate S•of Surve Final Surve Truss Certification STRUCTURAL COMMENTS ELECTRICAL INSPECT.ON DATE INSP Tem. •ray°..' Pole 30 Da T.mporary Pool Bon( ing Pool Decl Bonding Pool Wet ,fiche Under. roc �nd Footer Ground Slab Wall Rough ,/ Ceiling Flo . Roug Lawn Sprinklers Main Drain Pool Pipin ■ Backflow Preventor interceptor Catch Basins Condensate Di gins' MEM Telephone F�ough .Telenhnnr Final PLUMBING Cc*IMENTS TV Rou• h TV Final Cable Rough Cable Find Intercom F'ough Intercom F nal Alarm Rou h Alarm Fine Fire Alarm Rough Fire Alarm =final Service We rk With ;�; r"� ELEC a °RICAL COMMENTS fir, '(° C ' ILDNI INSP Underground Pipe Ventilation Pough Hood Rough Final Ventilation Final Pool Heater Final Vacuum 'INSPECTION DAT Final Sprink er Final Alarm MAIM MECHANICAL COMMENTS 1 Aft, IIII MN TV Rou• h TV Final Cable Rough Cable Find Intercom F'ough Intercom F nal Alarm Rou h Alarm Fine Fire Alarm Rough Fire Alarm =final Service We rk With ;�; r"� ELEC a °RICAL COMMENTS fir, '(° C ' ILDNI INSP Underground Pipe Ventilation Pough Hood Rough Final Ventilation Final Pool Heater Final Vacuum 'INSPECTION DAT Final Sprink er Final Alarm MAIM MECHANICAL COMMENTS 1 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 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: Square Footage Description of Work Bldg. Permit No. RC- 4- 12-652 A TEAM GENERAL CONTRACTOR `_nntr�r*nr GROUP INC Date Issued Occupancy Load Occupancy 4,024 SQ FT Type Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Mnspection Number: INSP - 172400 Permit Number: RC -4 -12 -662 Inspection Date: May 09, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 COMPLETE INTERIOR REMODEL BATHROOMS, KITCHEN. FLOORING STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. Passed Inspector Comments , ,,, f,. .t., af :E-,79,_„,,,d Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 09, 2013 Page 1 of 1 U.S. DEP TMENT OF HOMELAND SECURITY FEDERAL RGENCY MANAGEMENT AGENCY Wationzal Flood Insurance Program Important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE SECTION A - PROPERTY INFORMATION Al. Building Owner's Name BAGON 3850 LLC A2. Buildin %Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9839 NE 13 AVENUE City MIAMI SHORES State FL ZIP Code 33138 OMB No. 1660 -0008 Expiration Date: July 31, 2015 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5 BLOCK 4 EARLETON SHORES P.B. 43 PG. 80 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °51'35 "N Long. 80 °10'16"W Horizontal Datum: A6. Attach at least 2 photographs of the building If the Certificate is being used A7. Building Diagram Number 1A M. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosures) 3452 sq ft b) Number of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 14 c) Total net area of flood openings in A8.b - 2040 sq in d) Engineered flood openings? ❑ Yes g No RESIDENTIAL ❑ NAD 1927 E® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 572 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes _i No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number CITY OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C 10306 B5. Suffix L B6. FIRM Index Date 9-11 -2009 B7. FIRM Panel Effective/Revised Date 9-11 -2009 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 11 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE In Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date: N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 Vertical Datum: N.G.V.D. 1929 Indicate elevation datum used for the elevations in items a) through h) below. -' NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (induding basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4.60 7.69 N /A. 4.65 5.11 4.50 4.60 N/A. Check the measurement used. ® feet ® feet ❑ feet IS feet Z feet feet IS feet ❑ feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifer's Name MIGUEL ESPI License Number 5101 Title P.S.M. '' Company Name MIGUEL ESPINOSA LAND SURVEYING, INC Address 1 i6 - -5 SW 90 S Sign ! 61 i ` �J Ai PGann Fn . nR -n -R:1 (71121 Saw mvnrsa Sirlw fnr rnntiniiatinn Rwnla .AS all nraviniJS aditinnc V PS 1 II %eI.I S. 1u IVP11 Is., N6VVVi IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9839 NE 13TH AVENUE City MIAMI SHORES State FL ZIP Code 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE /LONGITUDE PER ATTACHMENTS = BUILDING PICTU S C2e = A/C UNIT. OGLE EARTH Date 5-06 -2013 r6ECTIO E -' = 31 DING ELEV ION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters 0 above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments f j Check here if attachments. SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- Issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9839 NE 13TH AVENUE City MIAMI SHORES State FL ZIP Code 33138 Policy Number: Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and `Rear View "; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 191156 Permit Number: RC -4 -12 -662 Inspection Date: May 15, 2013 Inspector. Dacquisto, David Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 Building Department Comments COMPLETE INTERIOR REMODEL BATHROOMS, KITCHEN. FLOORING STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. Infractio Passed Comments INSPECTOR COMMENTS False CD 576-7/3 Passed Inspector Comments CREA D AS REI S TION OR INSP- 19 1129. fiL Aru, G /\ / 1121 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 15, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191129 Permit Number: RC -4 -12 -662 Inspection Date: May 09, 2013 Inspector: Dacquisto, David Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 ildina Department Comments COMPLETE INTERIOR REMODEL BATHROOMS, Infractio Passed Comments KITCHEN. FLOORING INSPECTOR COMMENTS False STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. �� Inspector Comments Passed � I Failed . � yes, Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 May 09, 2013 Page 1 of 1 5-0755 10e4T/0# 14'4P Scale: 1" = 120' Or) 17 wi- 25' 1 — N.�-- - --1.3 #-L- -- AVENUE- 93.49' o • 10 94.43' 8 93.49' 9 93.49' 93.49' 7 93.49' 8 8 uJ 93.49' 93.49' 6 8 8 93,49' X, 93.49' 4 93.49' 8 8 BISCAYNE BAY OE4l DESCRIPT/DN FOLIO: 11- 3205-009-0500 LOT 5, BLOCK 4, °EARLETON SHORES °, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 80, OF THE PUBLIC RECORDS, OF MIAMI -DADE COUNTY. FLORIDA. Reopf,ermookax 9839 N.E. 13th AVENUE, MIAMI SHORES, FLORIDA 33138 FLOOD ZONE: 'VE' COMMUNITY: 120652 DATE OF FIRM: 09 -11 -2009 SUFFIX: L 4,fivfk fl Alma 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL 7) FENCE OWNERSHIP NOT DETERMINED. 8) BEARINGS REFERENCED TO LINE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 11) NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. 14) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16) BENCHMARK: 8-62 ELEVATION: 8.66 FEET LOCATION: N.E. 96th STREET & N.E. 10th AVENUE. PANEL: 0306 ELEVATION: 11.00 FEET CEkr /F/c,4r/ON: SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" IS ATRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH T MINIMLLM TECHNICAL STANDARDS, AS SET FORTH BY TH , ATE OF y RIDA BOARD OF PROFESSIONAL SURV YORS AND MAPPE dITCHA ' na' 5J- 17.051, FLORIDA ADMIN1 VE CODE PURS ,(1� 0 SE 0,;' '0N 472.027, 1 RI s A STATUTES. SIGNED MIGUE 4 R THE FIR.VL P.S.M. No. ATE OF FLORIDA NOT V LID WITHOUT AN A .NT1C ELECTRONIC SIG ;A E AND AUTHENTICATED ELEC • NIC SEAL AND /OR THIS MAP IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. CEk77f7Z Bagon 3850, LLC Helm Bank USA, ISAOA/ATIMA Brokers Title Group LLC 488REI/07701,P,4#D. t t2VD.• SWK A/C CONC. (M) (R) R/W U.E. P.B. PG. PI. = DENOTES SIDEWAU( = DENOTES AIR CONDITIONING UNIT =DENOTES CONCRETE = DENOTES MEASURE = DENOTES RECORD = DENOTES RIGHT - OF- WAY = DENOTES CENTERLINE = DENOTES UTILITY EASEMENT = DENOTES PLAT BOOK = DENOTES PAGE = DENOTES PLANTER = DENOTES WATER METER = DENOTES WOOD POWER POLE - DENOTES WOOD FENCE - DENOTES CHAIN UNK FENCE - DENOTES IRON FENCE = DENOTES OVERHEAD WIRES = DENOTES FOUND IRON PIPE (NO ID.) = DENOTES FOUND NAIL AND DISC Field Date of Survey: October 25, 2011 ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. MIGUEL ESPINOSA LAND SURVEYING INC. PROFESSIONAL SURVEYOR AND MAPPER 10665 S.W. 190th STREET. SUITE 3111, MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 964 -9303 L.B. No. &463 BOUNDARY SURVEY Original Date: 10/27/2011 Field date: Revision Date: 10/27/2011 05/06/2013 Drawn by: R.U. Job No. S-9755 /t74P OF SAW Scale: 1" = 25' 6_6.62' Found Nail!/ EARLETON SHORES " Found 1/2° Re-bar No Id. P.B. 43 - PG. 80 Lot 6 - Block 4 18.6' Parkway NOO °21'36 "WU93.49 16.7' 01 11.5 El 11.4' 4 8 � Q. S89 °38'24 "W 0 z 3, U Found - Drill Hole t 13.00' x 2' Column on Line 20.60 ; " Conc.. •Q P. • • Conc. , t.P) cV r_i0ood Pole 1 \Anchor /.,11.4,=4 . v ./..' Conc.*: x..:11.5 .0 'Cori. -.l • Conc. 2' • Conc. 411.5 • •Conc.., N 20.70' N 1- STORY - BUILDING Residence No: 9839 F.F. Elev. 7.69 feet 20.25' 0 N .- Seawall J. - d 06 N N 5;,rJLy1Y '(� T1eArea; x ;; ti9.3x10.4' 26.15' b 15.90' 29.75' of ��Planter . 3' 4.60' 0 N 0 410.10` ‘,5,81"..3:5:',, b6.y3e ' Jacuzzi E, d Q 13.0' xvvvv XX.X. 13.2' 46' Steps 3' N89 °38'24 "E 3o m U Found 1/2° Re-bar No Id. Lot 4 - Block 4 z 0 W a Found Drill Hole Kimminums 33.00'-Yr 4.0 Conc.. BISCAYNE BAY ,, 10.3' eY 10.8' %, 11.4' so, %26.00' //%/, P.B. 43 - PG. 80 ra-GC0q Osciv2- 3- "133- -3-12C(f Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) 4°% Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Vi; Backflow preventor certificate (Required on commercial projects only) ertificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 191128 Permit Number: RC -4 -12 -662 Inspection Date: May 09, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 Building Department Comments COMPLETE INTERIOR REMODEL BATHROOMS, KITCHEN. FLOORING STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Br; Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 09, 2013 Page 1 of 1 k SMiami-Dade County Building Department MIAM 11805 S.W. 26 Street, Miami, FL 33175 -2474 www.miamidade.gov/building ENERGY, SOUND AND IMPACT CERTIH'HCATE Building Permit No: fi C — _ 662 Project Name: 011/4470 VBS.e Job Address: STATEMENT OF COMPLIANCE 1wi2.c-s We, the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check only applicable boxes). ❑ 1) Exterior CBS Walls Insulation R- (Min.): Material: Thickness: inch (es): Density: lb/it Mfgr. ❑ 2) Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: Ib /ft: Mfgr: ❑ 3) Exterior solid comic te walls: R- (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: ❑ 4) Interior walls separating A/C from non A/C spaces insulation R- (Min.) Material: ; Thickness: inch (es); Density: lb /ft ❑ 5) MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON ( Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. ❑ 6) Ceiling insulation R- 0 (Min.); Material: tog gas Zh t / Thickness: /0 inch (es): Density: lb /IL Mfgr: ❑ 7) Walls, partitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). ❑ 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (RC) rating of not less than 50. Make photocopies of this sheet in your office, as required for future jobs. Installed by: Insulation Company Name Insulation Conbactor CC# toe /S7 Sy� D O.C./Builder: 0/1/1/i_ /% Q4(,LL ft 1 ( / - V Company Name Building Contractor CC#: i . 0-/ S O0 T Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02-26 -2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 191130 Permit Number: RC -4 -12 -662 Inspection Date: May 09, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: Density Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 Commen • COMPLETE INTERIOR REMODEL BATHROOMS, KITCHEN. FLOORING STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. Infractio Passed Comments INSPECTOR COMMENTS False Passed r Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 09, 2013 Page 1 of 1 • 1 7450 Griffin Road #140 Davie, Fl. 33314 Tel: 954 -584 -6115 Fax: 954 -581 -2415 E -mail: ppeana(a,,soilnrobe.net oilprobe Engineering & Testing,'Tnc December 5, 2012 JLU Enterprises, Inc. 4001 SW 139th Ave. Miramar, FL 33027 RE: Pile Installation Certification Proposed Additions 9839 NE 13th Ave. Miami Shores, FL This is to certify that on December 4, 2012, a representative of this office visited the referenced site to observe the installation of fourteen (14) 3.5 inch ID, 4 inch OD and schedule 40 hot dipped galvanized steel pin piles. The piles were installed at locations staked in the field by the owner's representative and to a refusal depths ranging from 20 to 35 feet as shown in the attached pile log and location sketches. We further certify that our authorized representative observed the piles and their installations and that . the workmanship and materials used were in substantial compliance with the specifications supplied to the Contractor and in accordance with the approved drawings specifications. We also certify that the referenced pin piles are capable to sustain a net allowable bearing capacity of 8 tons (16 Kips) as shown in the attached pile installation log. Should you have any question regarding the above, or if you require additional information, please contact this office. Sincerely, Soilprobe En Pa Re ring & Testing, Inc. Peai No 733 Cc: City of Miami Shores, FL NCR Construction Enc. Pile log and location sketches Page 1 of 1 3.5" Diameter Steel Pile Lo Cr. No: Pile I.D. No: Diameter IN. Penetration FT. Hammer Weight (lbs.) Driving Time (min.) KIPS Date: 12/4/12 Notes 1 1 3.5 30 470 16 2 2 3.5 30 470 16 3 3 3.5 35 470 16 4 4 3.5 30 470 16 5 5 3.5 28 470 16 6 6 3.5 31 470 16 7 7 3.5 20 470 16 8 8 3.5 35 470 16 9 9 3.5 30 470 16 10 10 3.5 28 470 16 11 11 3.5 23 470 16 12 12 3.5 27 470 16 13 13 3.5 32 470 16 14 14 3.5 28 470 16 15 16 17 18 19 20 21 Misc. Info: Project: Proposed Additions Steel Spec's: 3.5" ID; 4" OD Schedule 40 hot Contractor: NCR Construction dipped galvanized steel pipe Load Bearing: 8 tons Address: 9839 NE 13th Ave. City: Miami Shores, FL Logged By: Engine: (ty MATCH LINE -I SEE SHEET 8-1.4 GAI.Y4NIZED 1.4001141. .GIT. WTI 2221P2 2N 0.120Q1-ALL BOLTS *' do AlEk /Oh V, —29 T. 4B. p/12L6 24'.0' INTO EXISTING 013. TG OEM ft ri6:4∎I i31)•:7� I mo:: x •B. AT6 de GROUND FLOOR AND FOUNDATION PLAN SCALE, 3/16° -P -00 .1 SOILPROBE ENGINEERING AND TESTING 7450 Griffin Road #140 Davie, FL 33314 Tel. (954) 584 -6115 Fax. (954) 581 -2415 J.L.0 enterprises, Inc. 9839 NE 13t Ave. Miami Shores, FL Pile Location Sketch • e 1 / • • W 9aa wmm a.aaago, ON N 1 -O.NUM. 3a. fo t V aO1A0.61 W101.VOO1 a9aa.ro warm M. V d0 aam.laxa " - - li9214 Min /.e•/,�- 9.9,wm . • 9V'19X0.8. maa • 9 O '11V13O �.V — . • . � -,L •/ l' 1 418DCd t.amOO a Ott W ro. M-PIT07 3LLMII/. V 3ONOtld "9NOI.VOOT. ASEKL IV N.01100 aLL V d0 3T13.9� al 'AVM FPYEI 'LIM As L HUM 'AVM 9V79'2=.h9 fn@I 'n.. — - -- m -- ®. .V. MS�JOat Gil v. aao®, e Cr 1 Mi��i m c . i II II����1 1 _ - 4.90 ,9• -'la • � j , ��.��. 1 " pp k 'a 11AVimHHll4 �E8�9 j ROLM *-- . 9 .. P: 9m. SOILPROBE ENGINEERING AND TESTING 7450 Griffin Road #140 Davie, FL 33314 Tel. (954) 584 -6115 Fax. (954) 581 -2415 J.L.0 enterprises, Inc. 9839 NE 13th Ave. Miami Shores, FL Pile Location Sketch CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as `well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 6A-6 pA 3 BST / LL PERMIT ## ADDRESS: 1123 /1/41F / , PI-- FOLIO NUMBER: "l . 320.5. d 9 - FLOOD ZONE VE BASE FLOOD ELEVATION: A* 40 FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) /9,C0 99.3:,.99: S, q1v ov °19 2oZ . $4 2. _ TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 1; VALUE OF PRINCIPAL STRUCT (attach appraisal): /L SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Fumiture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC• Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades. ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool NCR CONSTRUCTION CORP General Contractor CGC #1507681 14835 SW 54th St Miramar, FI 33027 Phone (954)536 -3897 Fax (954)441 -1028 Bill To: Balton 3850 , LLC 9839 Northeast 13th Ave Miami Shores, FI 33138 Contract DATE 9/5/2012 Quotation # 151 Customer ID Oscar Quotation valid until: 10/5/2012 Prepared by cis Rodriguez Scope of work : 1- Supply and install six (6 ) steel columns : 6 x $ 320.00 each 2- New three columns window # 1 : TC 1 column , SC 1 column, and tie column ( detail D/S-4 ) 3- Lengthen the 2 concrete front steps 4- Supply and Install new P.T. wood fascia 2" x 12 " ( overhang repair Included ) TOTAL 1,920.00 900.00 850.00 2,270.00 594100;. We propose to furnish labor and materials, complete in accordance with the above specification, for the sum of Fide nd nine hundred forty dofars. with payment to be made as follows: l age All work shall be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will be executed only extra charge over and above this estimate. n el Authorized Signature Acceptance of P The above pries, specifications and conditions are hereby accepted. You are hereby authorized to do the work as specified.Payment will be made as outlined above. Authorized Signature Print Name and Title Date Accepted: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all,improvenients must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements thirst be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials(include those donated), labor (including volunteer and Self- performed), construction supervision and management, and overhead and profit. A list of items the costs' of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT -# C- 4, - / 4..4 a ADDRESS: 9837 A74- / 3 714-- 41"E-- FOLIO NUMBER: Z 0 6-7. aot. t".41)0FLOOD ZONE, BASE FLOOD ELEVATION: Irk' °° FREEBOARD: EAST OF FL.CCCL: 9 9 COST OF PAST IMPROVEMENTS (12 MONTHS): be) COST 3 6 7 OF PROPOSED IMPROVE1VIENTS: 0 . (ATTACH COPY OF CON'I'RACT) / 9 -zOot, — TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 573 0 0 _ , VALUE OF PRINCIPAL STRUCT 0 • (attach appraisal) 4°80) 6.d / . - OWNERS SIGNATURE: X PLANREVIEWER: PLAN SIGNATURE: DATE: / - DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre- damaged Condition, including; Utility Upgrades Code Upgrades. ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool NCR CONSTRUCTION CORP 1 SEP General Contractor CGC #1507681 Contract BY:°000a�o�m000_.____e� DATE 9/5/2012 Quotation # 151 Customer ID Oscar 14835SW54th St Miramar, FI 33027 Phone (954)636 -3897 Fax (954)441 -1028 Bill To: Bagon 3850 , LLC 9839 Northeast 13th Ave Miami Shores, FI 33138 Quotation valid until 10/20/2012 Prepared by: r.arios Rodriguez ,Descriptio u Scope of work : 1- Supply and install six ( 6 ) steel columns : 6 x $ 320.00 each 2- New three columns window # 1 : TC 1 column , SC 1 column, and tie column ( detail DI S-4 ) 3- Lengthen the 2 concrete front steps TOTAL 1,920.00 900.00 850.00 3,670:00; We propose to fumish labor and materials, complete in accordance with the above spedflcation, for the sum of Three thousand six hundred seventy dollars. with payment to be made as follows: 10% Upon &Janina proposII 0% u • , starting ; ork, 60 °(q upon c f roof final Inspection. , M work shall be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will be executed only u • • n en orders, and will become an extra charge over and above this estimate. Authorized Signature A— Acceptance of - . ��-. , / The above prices, specifications and conditions are hereby acce spedfied.Payment will be made as outlined above. Authorized Signature Print Name and Title Date Accepted: are hereby authorized to do the work as i iMOT T T JUN 0 5 Zu e2 i,la-Gcog. CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # 4-6eay -3 e5?) , LLe- ADDRESS: 9939 —iV E', 1 FOLIO NUMBER: „" 3 2° s_` oD 9 _ as 0 FLOOD ZONE: Cr. VE BASE FLOOD ELEVATION: tP a° FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): 0 COST OF PROPOSED IMPROVEMENTS: X106 3, 903 ° 9 (ATTACH COPY OF CONTRACT) C ifv) /SioPOC✓ . 4,0 v¢:)c�a- 4-1) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): /$ �i 9f2 , 2-67 VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 4 g O ' 4/, 00 i z OWNERS SIGNATURE: � r /� /����� DATE: d ftfi'/ PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: (� 6 NCR CONSTRUCTION CORP General Contractor CGC #1507681 14835 SW 54th St Miramar, FI 33027 Phone (954)536 -3897 Fax (954)441 -1028 Bill To: Bagon 3850 , LLC 9839 Northeast 13th Ave Miami Shores, FI 33138 Contract DATE 3/4/2012 Quotation # 151 Customer ID Oscar Quotation valid until: 7/3/2012 Prepared by: Carlos Rodriguez Please see attachment . This estimate was done keeping in mind the drawings delivered by the Arquitec and the specifications and norms of Florida Building Code. Exclusions : City permit fees Aluminum Windows and sliding doors with impact glass ( Separate permit ) TOTAL We propose to fumish labor and materials, complete in accordance with the above specification, for the sum of One hundred sixty three thousand nine hundred three and 99/100 dollars. with payment to be made as follows: 10% Upon signing proposal. 30% upon startin work. 30% upon city rough , electrical inspection. 20% upon city windows inspection, 10% upon final inspection All work shall be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will be executed only upon en orders, a will become an extra charge over and above this estimate. Authorized Signature Acceptance of Propose The above prices, specifications and conditions are hereby accepted. You are hereby authorized to do the work as specified.Payment will be made as outlined above. Authorized Signature Print Name and Title Date Accepted: CONTRACT Bagon 3850, LLC. 9839 Northeast 13th Ave Miami Shores , Fl 33138 QTY UNIT UNIT COST AMOUNT GENERAL REQUIREMENTS $ 9,100.00 Testing Laboratory Services Tests(Allowance) 1 Is Submittals Shop Drawings 1 Is Clean Up Rent Dumpster 6 ea Progress Cleaning and final cleaning 1 Is Permits Permits fees (By Owner) Demolitions 1 Is Partitions ( Kitchen,bathrooms, closets) 1 Is Windows, exterior doors and garage 1 Is Shutters 1 Is Vanities 1 Is Interior doors 1 Is Kitchen cabinets, countertop 1 Is Stone family room and chimney 1 Is Concrete and stone patio 1 Is Interior floor tile , wood floor , carpet, and baseboard 1 Is Exterior floor tile 1 Is Closets 1 Is CMU garage and exterior wall for windows 1 Is SITEWORK $ 6,250.00 Paving: Driveways & Walkways White Concrete Driveway 1 Is $ 6,250.00 $ 6,250.00 CONCRET $ 11,210.00 New concrete walls (Include columns and reinforcing steel) 1 Is $ 2,120.00 $ 2,120.00 New oppening for windows ( Tie columns and beams included) 1 Is $ 5,300.00 $ 5,300.00 New sttuco and matching details 1 Is $ 2,290.00 $ 2,290.00 3" concrete family room 500 SF $ 3.00 $ 1,500.00 WOOD & PLASTICS $ 1,120.00 Baseboard Wood Baseboard high 5" 320 LF $ 3.50 $ 1,120.00 THERMAL & MOISTURE PROT. $ 895.00 Insulation R -3.5 as per plans 1 Is $ 895.00 $ 895.00 OPENINGS $ 45,878.99 Impact windows and sliding glass door ( Separate permit by 1 Is $ 27,428.99 $ 27,428.99 other contractor ) Wood glass interior doors "A" 9 ea $ 315.00 $ 2,835.00 Wood glass interior doors "C" 3 ea $ 700.00 $ 2,100.00 Glass interior doors "D" frameless + pocket 1 ea $ 585.00 $ 585.00 Wood glass interior doors "F" 1 ea $ 630.00 $ 630.00 Wood closet door double 1 ea $ 550.00 $ 550.00 Wood closet door single 1 ea $ 480.00 $ 480.00 Wood glass interior doors 23" x 82" 1 ea $ 430.00 $ 430.00 Bathrooms glass door frameless 3 ea $ 1,200.00 $ 3,600.00 Marble Sill 1 Is $ 800.00 $ 800.00 Anodized aluminum gate 2 ea $ 980.00 $ 1,960.00 Garage Doors w /motors, controls, electrical instalation, wood 2 ea $ 1,350.00 $ 2,700.00 work, anchors. Hardware: Finishing Hardware Entry Door 1 ea $ 280.00 $ 280.00 Hardware Interior Doors 1 Is $ 1,500.00 $ 1,500.00 FINISHES $ 44,150.00 Matching details walls and ceiling 1 Is $ 2,200.00 $ 2,200.00 Interior and Exterior Painting 1 Is $ 10,800.00 $ 10,800.00 New partitions wall with finishes 1 Is $ 2,550.00 $ 2,550.00 Interior Porcelanato floors ( Allowance $3.00 /SF) 3200 sf $ 6.50 $ 20,800.00 Install Mirrors bathrooms 5 Is $ 200.00 $ 1,000.00 Bathroom remodel porcelanato wall &floor (Allowance $2.50/sf) 4 ea $ 1,700.00 $ 6,800.00 EQUIPMENT $ 22,950.00 Kitchen Cabinets and granite countertop 1 Is $ 10,950.00 '$ 10,950.00 Appliances " Kenmore " ( Microwave, dishwasher, refrigerator, 1 Is $ 12,000.00 $ 12,000.00 cooktop, washer and dryer ) MECHANICAL $ 15,200.00 Plumbing 1 Is $ 15,200.00 $ 15,200.00 We buy and install cooper pipe for water line 1 Is We install new water heater 1 Is We install new fixtures and faucets 1 Is We remove the existing fixtures and faucets 1 Is We will be constructing a new bathroom & adding a new Bidet 1 Is This include new drainage pipes and water pipes 1 Is Cutting the slab included 1 Is We buy and install all fixtures 1 Is Construct new showers 1 Is ELECTRICAL $ 7,150.00 Supply and instal new oulets 16 ea $ 110.00 $ 1,760.00 Supply and instal new smoke detectors 7 ea $ 150.00 $ 1,050.00 Relocated high hat dining room 8 ea $ 95.00 $ 760.00 New electrical points bathrooms 14 ea $ 110.00 $ 1,540.00 New high hat kitchen (EcoSmart 6 in. Led downlight) 8 ea $ 195.00 $ 1,560.00 Relocated exterior high hat 4 ea $ 95.00 $ 380.00 New oulet masterbedroom 1 ea $ 100.00 $ 100.00 TOTAL $ 163,903.99 LIST OF MATERIALS Bagon 3850, LLC 9839 Northeast 13th Ave Miami Shores , FI 33138 MATERIAL QTY UNIT UNIT COST AMOUNT WOOD & PLASTICS Baseboard Wood Baseboard high 5" THERMAL & MOISTURE PROT. Insulation R -3.5 320 LF $ 1.25 $ 400.00 600 sf $ 0.60 $ 360.00 OPENINGS Home Depot Wood glass interior doors "A" 9 ea $ 220.00 $ 1,980.00 Home Depot Wood glass interior doors "C" 3 ea $ 525.00 $ 1,575.00 Home Depot Glass interior doors "D" frameless + pocket 1 ea $ 438.00 $ 438.00 Home Depot Wood glass interior doors "F" 1 ea $ 630.00 $ 630.00 Home Depot Wood closet door double 1 ea $ 470.00 $ 470.00 Home Depot Wood closet door single 1 ea $ 360.00 $ 360.00 Home Depot Wood glass interior doors 23" x 82" 1 ea $ 320.00 $ 320.00 "IBERIA" Bathrooms glass door frameless 3 ea $ 900.00 $ 2,700.00 Anodized aluminum gate 2 ea $ 735.00 $ 1,470.00 " Coplay " single Garage Door 2 ea $ 945.00 $ 1,890.00 Hardware: Finishing Hardware Entry Door ( Allowance $200) 1 ea $ 220.00 $ 220.00 Impact windows and sliding glass door ( Separate permit by) 1 Is $ 27,428.99 $ 27,428.99 other contractor ) FINISHES Porcelanato floors 3200 sf $ 3.00 $ 9,600.00 EQUIPMENT Kitchen Cabinets and granite countertop "Kenmore " Micro- Oven "Kenmore " Refrigerator "Kenmore" Cooktop "Kenmore" Freezer "Kenmore" Icr Maker "Kenmore" Dishwacher "Kenmore" Washer "Kenmore" Dryer 1 ea $ 10,950.00 $ 10,950.00 1 ea $ 3,100.00 $ 3,100.00 1 ea $ 1,500.00 $ 1,500.00 1 ea $ 1,600.00 $ 1,600.00 1 ea $ 1,500.00 $ 1,500.00 1 ea $ 1,300.00 $ 1,300.00 1 ea $ 900.00 $ 900.00 1 ea $ 1,050.00 $ 1,050.00 1 ea $ 1,050.00 $ 1,050.00 MECHANICAL Toilet" Ecoflush" 5 ea $ 300.00 $ 1,500.00 Vanity W/ lavatory, mirror and faucet " Priele Seaford " 60" 1 ea $ 900.00 $ 900.00 Vanity W/ lavatory, mirror and faucet " Priele Dover " 48 " 1 ea $ 1,100.00 $ 1,100.00 Vanity W/ lavatory, mirror and faucet " Priele Trapani " 36 " 1 ea $ 900.00 $ 900.00 Vanity W/ lavatory, mirror and faucet " Priele Derby " 32 " 2 ea $ 1,400.00 $ 2,800.00 ELECTRICAL High hat kitchen "EcoSmarr' 6 in.Led Downlight 8 ea $ 195.00 $ 1,560.00 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 172397 Permit Number: RC -4 -12 -662 Scheduled Inspection Date: May 17, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 Building Department Comments COMPLETE INTERIOR REMODEL BATHROOMS, KITCHEN. FLOORING STOP WORK ORDER ISSUED BY ELECTRICAL INSPECTOR DUE TO PANEL COVERS MISSING OPEN WIREING. 10/23/2012 - TEMP FOR CONSTRUCTION ISSUED. Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 17, 2013 For Inspections please call: (305)762 -4949 Page 1 of 28 IVI iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT ,ac- 4 -(Z- c -- PERMIT it: £C -1Z- 1704 DATE: 00//q/12-- erContractor o Owner o Architect Picked up 2 sets of plans and (other) Address: tiE / 3 4- by-L-77 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to co 'tue permitting process. 2 Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: f �- f- - Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C / 2 — a 5 EkiEll_g Job Name B.:kJ 6,1 3 Fr S a Date 9 -io -12 STRUCTURAL CRITIQUE SHEET a A-C-14 a 4--kW e iNl , k,0 v I . I- L s-( A-Li- 2Ev r t'o rJ tui 2` ex Pc PrfiD iVs Miami Shores Village Building Department 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 Permit Type: FBC 20 Permit No. Master Permit No. RC-4-./Z • 6.6 Z ROOFING JOB ADDRESS: '11'37 IV E / A v� City: Miami Shores County: Miami Dade zip: 33 / 38 Folio/Parcel #: / I. '3205- ®e9 , 0 Sb 0 Flood Zone: VEe, Is the Building Historically Designated: Yes NO ,i( OWNER: Name (Fee Simple Titleholder): 54 6 D N 39.5-0 D / 41-C- Phone #: 30 ✓ . `133. 34 Address: 763 % AJE / 3 -CA— L%,- City: 1 /A-►4 1 J'H-o 1t-t7 Tenant/Lessee Name: Email: State: .1.4 ;t:•,4 zip: 33/3 8 Phone #: 3°S: 7 3. 34 2-8 CONTRACTOR: Company Name: Address: 14835 ,s') -k- Cr/ AI f-te CON ST2uc7 ®/J City: M /124-A4 A-A-- Qualifier Name: �i►-2 L.®J State Certification or Registration #: Contact Phone #: DESIGNER: Architect/Engi Value of Work for t Type of Work: Description of wpb State: • 4 'Z 6 vez GCn G i 52768/ Certificate of Competency #: Email Address: O R.M 0L11 cj 2-9¢ i94 frc,C, . Gb M cv-f-67 cow • Phone #: 53 'OS °I�• 5,6. 3897 Zip: 3 3 0Z7 Phone#: qS .536.3.4'x/ Phone #: 3, 67O. (o Square/Linear Footage of Work: Alteration ONew r, gpIavice, ODemolition + }-t .G sue_ exv_i- 44 / l; r-*.?, z:4 /,v- i C®,crcite-7E - rt -o,vT- ;ST rr i / `-r-J`'0 A 4.7;-, !AV27vv Color thru tile: **+ x************* ******x:****+x****+x**** Fees****** *** *+ x****+ x: x*** ********** ** ************ Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In t 'bsence of such posted notice, the inspection will not be ®.p +sved and a reinspection fie will be charged. Signature i /r '. 1 1 Signature .r The foregoing ins ament was ad i owledged before me this 9 f The f day of 5 ± , 201k, by es) e i 7 u k. > Li f t ; day of who iszersonally known to me or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Cornmissio 4 Zik ,4) MY COMMISSION 8 EE181404 EXPIRES Marah 23.2015 (401)46153 Florklatiolorfilemakown acknrivd,ger b ore 0 , by e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co 1r7; a Lam_, / /�i Cip�,)DIA °J •41', L . _ .te of Florida *+ x*******m *********************** ***a a*********** ****** *****+x+x+x**•x**** APPROVED BY Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) V r pijVCCOMM. Expires Sep. 23, 2' 4,;= Commission # EE- 128810 . f ° Bonded Through National Notaiy Assn. *******************************44**** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: (z 6 Page 1 of 1 Structural Critique Sheet 411 t 1 t$ . "> cuicvg Iio-r [ P v 1'iDe Co f 1.E 5 ' A-P pa't r SP P (IZ tJ c -w i 1v a- tpre-t2. ae- A--co, l� Tab �.NY� , vp, i v& a t_ 'At E L45 S e 0D-r k ' Y2- P14 S' 6-f- tiov troy S e�c �Q-�L 1 c 1 ) STOPPED REVIEW Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores Village g Building Department - It -113 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION FBC 20 Permit No. 12 GQ(Q Master Permit No. Permit Type: BUILDING JOB ADDRESS: yS 3q ill_ 13 -f- -I City: Miami Shores County: Miami Dade ROOFING Zip: 33138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zo OWNER: Name (Fee Simple Titleholder): (PDACafitik-t if "` J Phone #: ✓ S q3.3 5/12,g on Address: / �� S *La City: At State: . ( Tenant/Lessee Name: Phone #: Email: lk0-Z.0 Company N. ��e: Oik1 ?G''�� Phone #: Address: 't, s .. ; F J /� City: State: Zip: 1)l2 Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: DESIGNER: Architect Engineer: Phone #: Email Address: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteration New ORepair/Replace Description of Work: n 1 ODemolition Color thru tile: ******** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * *** * * * * * ****** *** * * * * ** * * ***** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ V 4 CO Bonding Company's Name (if applicable) Bonding Company's Address 1r. # 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a 9' .. ved and a reinspection fee will be charged. Signature I !r% %'W P The for goin day ofAe .. ins � ent was ac ,20 (3, by ow e • ged before me s ✓ , mor e fig.,. ate. t Re. Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by whcnally known to or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identification and who did take an oath. NOTARY ' UBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: 0 I i ,►* t��os MIIA/ / / ( � �;. cv State of Flor�c 5 ,o P`" ;r'•s. No comm. ExP'�es a..1 810 ��e�r►► o0m . # APPROVED BY Plans Examiner Structural Review Sign: Print: My Commission Expires: (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09)(Revised 7/10/2007) Zoning Clerk 4-klo 'OcopC Miami Shores Viiiage 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. C - 4— / 2 --G 6 Owner's Name (Fee Simple Title Holder): /-3/4‘ 0I 3 -S-C2 LC- Phone #: 305 7 3 3 , 2 9 Owner's Address: q/3 q A-1 E. •41/ City : „ State Job Address (Of where work is being done): Zip Code: 3 - ' City: Miami Shores State: Florida Zip Code: 3 / Contractor's. Company Name: Phone #: Address: City: State: Zip Code: Qualifier's Name : Lie. Number. A Architect/ Engineer of Record Name: F-1/9 -A1,' "t-'.4 j4'2 N,4. a Phone #: Address: —5-z c .s %•✓ sue— ' z.c> ,, -�&-- -- 3 45- City: (1 v; 1 1 'r State: '4'L Describe Work: Zip Code: 33 0 / z- I hereby certify that the work has been abandoned and /or the contracto unable or u,. tilling to complete the contract. I hold the Building ami Shores rmless for all legal involvement Signature The foregoing in this day of Who i Signature c ..c before me a 14 The foregoing instrume ayo who is . ftrOM,pr ,..„- a l ! was akno ledged before me 20aby Nish 4e., • L. /�� e or who has prod as indentification. �.,fffff��•,, CLAUDIA V. CUBLLLOS ��Pf1 `' Pf�B ion Notary Public - State of Florida • I. My Comm. Expires Sep 23, 2015 ��,.,�,�. �, Commission # EE 128810 ', I ■"' Bonded Through National Notary Assn. ,NV" -1W IMO" "'Mr 1110. rsonally kn wn to me or who has produced as indentification. 0 Miami Shores Village Building Department 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 rAPIT gin BY Permit No. Master Permit No. /se4,,,, — cif-fa - 4,4 Permit Type: Electrical JOB ADDRESS: 3'43 3 q /34-az, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 46E4 it,"7 3 rs-0 i c_.e..., , 0 ___. Phone#: 30.r."- ?33 -3 Yet? Address: g 5 3 6? 4/e- La -1-1,6.- /. City: At44/21/. ...5 State: Tenant/Lessee Name: Phone#: Zip: Email: CONTRACTOR: Company Name: Address: O S ge_4) / 4f Au. /: fftt City: Qualifier Name: State Certification State: JrL! Zip: a-319-s- Phone#: 26)6 —4d1-70) 75211,1" etency #: AL,Wir >- / 0.;21:u tibee;CAZI-- ;A Ch/ti YaiuviAt:::,:04-1 FT? ifet ,, 0-Work-for this Permit: $ Type of Work:" UAddress , 1;141,teration Registration #: , Ai .0 7 Certificate of Co Email Addr Description of Work: UNew 11 • Ile fl#t vrArt ttr 416 IM`no .63P.- ikotage of Work: epair/R- • lace • de Or emolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 7.40 CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 , e 'pproved and a reinspect'o fee will be charged. Signature . M!��f ; 7 rte The foregoing instrument was acknowledged before me this a The foregoinM ms day of. who is , 20./ , by , clay of rsonally known to me or who has produced As id NOTARY PUBLIC: Sign: Print: My Commission Expires: •' e.'oal. DE LA PAZ 4,01 .0 744,% Notary Public •State of Florida • °� . = My Comm. Expk es May 31, 2016 ••9� % ;. Commission # EE 203790 APPROVED BY Con 1•: ctor ent was acknowle 204, by w. o is . ersranaily'..s own to me or who has produc as identific pull //1 J`'1a1N114, BARBARA M DE LA PAZ NOTARY PUBLIC: 1 Notary pups - State of Rorida cf, + ) My Comm. Expires May 31, 2016 fig.• Commission # EE 203790 Plans Examiner Structural Review (Revised,3 /12/2012)(Rw,issed 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) • Sign: Print: My Commission Expires: rr"■■rr Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIlg .IDS SITE ATIII#E0FRIISTINSPECTION PERMff NOit • STAT OF ftOflIDA COUNTY OF MIAMI-DADE: THE UNDERSIGNEtitteiebkgiVeStietipe01etitiiProVerneritS will be made to certain real property; and In abt)-Ortifir)Oe wfch orittOttirtikkOriqi Statutes; the folloWing information is provided In this Notice Of CoMaterioenient. 1111111 11111 11111 11111 11111 11111 11111 11111111 CFIN 2013R0296693 OR Bk 28584 Ps 16201 (1s) RECORDED 04/16/2013 13:22:24 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 1. Legal description Of property and streetiaddribt:' 2. Description of improvement Space ebove reserved for use of recording office 3. Owner(s)nameand add .,‘", 1,"" ;:rer4, " :0, Interest in property:. , • sw ,4- , 4 ...e,'w4,°r,'IllIllIll.-HIIIIIIIIIIIIMIIMEMIMIW Name and address of fee simple titleholder: ..:-.21VitiartgACIIIMIP11221W97Y-"Wir7. 4.11 .04refiNt?Arir.40,1%.7-:. 4. Co tractor's name, address d phone umber: ---IFIFAIII9-!:Mr-7,2111!'"ele-MI; .,.'.. i .". 4 b ,.4.' --IrMAYWIIIIMeat '/ / 5. Surety: (Payment bond required y Owner torn co o. , if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may 'bis served as provided by Section '713.130)(a)7., Florida Statutes, Name, address and phone number: . 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(i)(6), Florida Statutes. Name, address and ,hone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of Amato unless a different date Is speolfieci) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR, PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITEI3EPORE FIRST INSPECTION, IF YOU INTEND TO OBTAIN-FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF 0 -,e_AgggotENc N 1,e r:4.-"Tr -- OR RECORDING YOUR 'TICE OF COM NCEMENT. . ' a LI tw`" l'reW0d By - riFeci OfIcor/DirentOr/Partne Prepared r TATE OF FLORIDA, COUNTY of the print Ntunre,','"'-''...:: Y CERTIFYorti oolhiS _is., : 1 SIgnature(s) of Print Name - , . . 1 Fgle:Cln"'-'117AIIIIIIMIVIL, 71tie/Office Tids/Offl.-731°1:- , AVM! d ' ° * " STATE OF FLORIDA COUNTY OF MIAMI-pAD The fore BY NigIndividually, or Personally 10%4n, or 'Yeilefie" ore me this the fnild,Wing t'PoLdfidentificatio Signature of. Notary Poblic: Print Name: HARVEYARAUVI :6) ems for AIME EL A TMOURIBUIM 11111111111111111111112WICA IIIPIRMIMPWANIAFINWT, day of (S. VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under Penalties of pequry, I declare that I have read the foregoing and that the f ed in it are true, to th; best of my knowledge and belief. Signature s) or Own s) Authorized Officerbirector/Partnef/Manager who signe By 1 ill 123.01-132 PAGES , CLAUDIA V. CUBILLOS Notary Public - State of Florida My Comm Expires Sep 23, 2015 Commission # EE 128810 Bowled Through National Notary Assn. atitivlg By ��. 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. '4- 17-4bZ Owner's Name (Fee Simple Title Holder): 2 9r _c gab L Owner's Address: JO 901) ,{ gv City: �'l/�j,��' State : Phone #: 90-- ,I4'11z( Job Address (Of where work is being done): 1034, it/ /3 Mit Zip Code: 53/. City: Miami Shores State: Florida Contractor's Company Name: - /-eal/ 6/6/4.ir Address: ,P 5cc) / /4/7�CO3 City: ` tote: Qualifier's Name : Zip Code: 33 /32 Phone #: 4V-A5-3 Zip Code:3 3r%Ci Lic. Number:.eloe /67676219. Architect/ Engineer of Record Name: Phone #: `Z1 Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and/or the contractorlarchitect is unable or unwilling to comple - the contract. I hold the Building Official and the Miami Shor • rmless for all legal involvement. /fill/ Signature The foregoing ins this (Oday of as a nowt - . ! ed before me /) by Who is personally known to me or who has prof uced as indentification. Nota Sign: Seal: Signature e foregoing instrum this /day of who is personally kn to me or who has produced as indentification. Nota Sign: Seal: Public: \ \ \I\I In1111�i _. +►'` aic BARBARA M DE LA PAZ \£ Notary Public • State of Florida d My Comm. Expires May 31, 2016 Fo. f�oP Commission EE 203790 4 BAGON 3850, LLC 20900 NE 30th Ave, Suite 200 Aventura, F133180 April 4, 2013 NCR CONSTRUCTION CORP 14835 SW 54th St. Miramar, 33027.ph (954) 536 3897 Attn.: CARLOS H RODRIGUEZ CGC # 1507661 Ref . CHANGE OF G.C. Bagon 3850 / Goncalves Residence. 9839 NE 13 Ave. Miami Shores, Fl 33138 Due to irreconcilable differences with Mr. Carlos Rodriguez, We have decided to remove Him as the General Contractor, from our remodeling project at the above referenced residence. Please see/ refer to the attached "change of contractor" form. Thank You very much. regards, Bagon 3850 L W / Oscar Goncalves Your Confirmation Number: CAR23455302 Redelivering to... CARLOS H RODRIGUEZ 14835 SW 54TH ST M I RAMAR, FL 330273682 Phone: 954 -536 -3897 Email: form f19's Redelivering on 04/08/2013 This is what we know about article # 70123050000132472805 We attempted to deliver your item at 4:21 pm on April 05, 2013 in HOLLYWOOD, FL 33027 and a notice was left. You may arrange redelivery by visiting kArvittt,, .ar=omfr- -de$j5S or calling 800 -ASK USPS, or may pick up the item at the Post Office indicated on the notice. If this item is unclaimed after 15 days then it will be returned to the sender. Information, if available, is updated periodically throughout the day. Please check again later. Redelivering items of mail type Letter Request contains items with the following services Certified e .nglish Customer Service USPS Mobile Register / Sign In USPSC M P,Iddl Tack; Track & Confirm GET EMAIL UPDATES PRINT DETAILS YOUR LABEL NUMBER Check on Another Item What's your label (or receipt) number? LEGAL Privacy Policy > Terms of Use > FOIA No FEAR Act EEO Data > ShiLo a Pat'+'raga SERVICE First -Class Mail® Sand Me fl Notice Left Notice Left Processed at USPS Origin Sort Facility Dispatched to Sort Facility Acceptance ON USPS.COM Govemment Services > Buy Stamps & Shop > Print a Label with Postage > Customer Service > Site Index > Find EVEttEge Yc d0 DATE & TIME April 09, 2013, 9:59 am April 08, 2013, 5:18 pm April 05, 2013, 4:21 pm April 05, 2013, 2:15 am April 04, 2013, 5:50 pm April 04, 2013, 4:12 pm ON ABOUT.USPS.COM About USPS Home > Newsroom > Mail Service Updates > Forms & Publications > Careers > Search USPS.com or Track Packages Shp LOCATION Stanzas SMn FEATURES HOLLYWOOD, FL 33027 Expected Delivery By: April 5, 2013 Certified Mali'" HOLLYWOOD, FL 33027 HOLLYWOOD, FL 33027 PEMBROKE PINES, FL 33082 MIAMI, FL 33153 MIAMI, FL 33153 OTHER USPS SITES Business Customer Gateway > Postal Inspectors > Inspector General > Postal Explorer > Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUIL IN akr,r~► r. PERMIT APPLICATION FBC 20 Permit Type: ROOFING Lu it. BY: oaf ®amen ©o ®°°Doom° Permit No. PCi )'2- 6W 2_ Master Permit No. OWNER: Name (Fee Simple Titleholder): 13460,()1 4-4C Phone #: 305 °73 3-3 42 8 Address: 020 90 0 N€ .3 0 A- - -- er X17 -- 200 State: zip: 3 3 /6'0 City: 011/ d.7'z9,e Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 78 3 ? NO 2_77-1 4 LY /3 4 City: Miami Shores County: Miami Dade Folio/Parcel #: /! " 32,05- 0 ®9 — ®S cO® Is the Building Historically Designated: Yes Zip: 3 3 /3 '8 Flood Zone: ' CONTRACTOR: Company Name: A/C-0Q C6AISTR- Verio..,/ - Address: 14 9 3 5 .S S¢ S+ . City: /t%i /24444 State: Qualifier Name: L` 9 e ®mss Ai, /et"ip16 Phone #: ?° ..s36. -34-.9 7 Zip: .3 J 21 Phone #: '754 536. 3 6/ 9% State Certification or Registration #: C 6C /5D 7a Z / Certificate of Competency #: Contact Phone #: ''5 -5 3 6. 38 .9 7 Email Address: %4f2 ' uL 4 'Z"( Y4--4-00 GO nsl DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /36, 4 75; 00 Square/Linear Footage of Work: 4000 SF Type of Work: ❑Addition Alteration UNew ORepair/Replace ODemolition Description of Work: �.tro ,2./O,2._ °o.J CieI0 V4-77°o,(J 21 , ./TTt-1 -/6 j '"G Coo a -5'/ 1319 -7' 2.70"14,, 2 ��v G/ -- ,e=S> /zz° --.0q- ",.d e2 ��/S` i - .A.fa "--/-c S -i x t'ziAE:S.,, A.,-----4,/ /NTE/r® /L -2>C 4n7/2-S) ,V 1/66-Ty )N /?/7'c q , . N 4'1 er WiNDd w.1 /1Y 57&124 ATE- Pc-e-1;7- , * *, x**********, x* **.* ** * * * *****x:*+a*+x+x ***** Fees* *+ x**** * *m * * * **** ***** * *** * ****** * *** *may **** Submittal Fee $ Permit Fee $ 16 % y CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ `© �J l °9 ct '5551 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 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 iproved and a reinspe ion fee will be charged. Signature f/, 'We Pif%AlrWir The foregoing instrument was acknowledged before me this `3 day of oh 6- ,20 by .E-%vQtO. (3e `D0PLAT, who is personally known to me or who has produced �(-oczto A As identification and who did take an oath. 17�iv�az Lte. NOTARY PUBLIC: Sign: Print: Lo z H N42 t c3�L2 CzaS My Commission Expires: - ao` ;:riot, LUZ HENRIQUEZ BURGOS MY COMMISSION i EE 031331 ni EXPIRES: January 31, 2015 * ** ** ****** ******* ** *** **** *assiamoruclution ***** * ******a *** Signature The fore day of !sing Ism ig 12J 20 • -cation and who did take an oath. NO A a PUBLIC: - Sign: Print: My Co APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Plans Examiner Structural Review .'",` Notary Public - State o Comm. Expires Sep 23.2015 a ,. . • 3 My EE 128810 0,9 Commission # Assn. �q> >� po° h National Notary �,,��„o• Bonded **** * * * * ** /2 Zoning Clerk . . • NOTICE OF COMMENCEMENT A RECORDED COPT MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Val z6,6z_ TAX FOLIO NO. ( 3Z0. Oro 6.05N) STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 111111111111111111111111111111111111111111111 CE-11 20128 13426.944 OR Bk 28152 Ps 3864; (1Ps) RECORDED 06/18/2012 11:22:09 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST .PAGE 002 Spaoa:above reserved,r_lfor sae of race, KUM office 1. Legal description of property street/address:,--. tO t3At - 14.1/911' Ale3ef 2. Description of improvement Etia 4? 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, If any) 1112 3S51) 5-457 4/Val C) 7.? Amount of bond $ 6. Lender's name and address: 7. Persons wfthin the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: 12-A-4.4( -6-16-vux Name, address and phone number: 8.1n addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)M, Florida Statutes. Name, address and phone further: - 9. Expiration date of this Notice &Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specIfied) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF OOMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PAM- I, SECTION 713.13. FLORIDA STATtRES, AND CAN 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 Or-, AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU OTICE OF CO Ail" CEMENT. oeji f 410 Aite4tai Signature(s) of . rizeci Officer/Director/Partner/Manager Prepared By • Prepared By Print Name Print Name TitIWOfficia Title/Office STATE OF FLORIDA • COUNTY OF MIAMI-DADE . 1 t'..- . the foregring instrument was acknowledged before me this • day of By R---n-1(2_ I QL.0._ 1:4-)Pc-A( C..,&,,Lt,it , Ci Individually, or as Ileo.t 6424 LI nrIrc$,AVist4-= ' for br,ve-.6,01....s 3 715" Q Personally knewn, or Li producedthe folloWinglytie of identification: Signature of Nottsy Pirblic: Print Naine: VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES . . Under penalties of perjury, I declare that I have read the foyegoing and that the facts stated in it are true, to the best of my knowledge and belief. .p{gnatore(s) of Owner(s) or OwnegrW, Mlle- 0 car/Dinactor/PartIVIAanager who signed cpv By : 123.01.62 PAGE 3 3,10 CE.PTINi'l'id trin Y awe 09 /4,77 • - d if? Oie office on f. ryJ A.D. 20 WITNESS my hand and Official Seal HARVEY CLERK of Oral By es_ and County Coats D.C. -"«01111•4..„. DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR arni XIiore. '/A /I 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DACQUISTODOMIAMISHORESVILLAGE.COM DEVELOPMENT ORDER File Number: PZ-1-12-20120 Property Address: 9839 NE 13 AVE Property Owner: Address: Applicant: Address: Agent: Address: Bagon 3850 LLC 20900 NE 30th Avenue Ste. 200, Aventura, FL 33180 Oscar Goncalves 20900 NE 30th Avenue Ste. 200, Aventura, FL 33180 Claudio Salazar 79 SW 12th Street Apt 3507, Miami FL 33130 Whereas, the applicant Oscar Goncalves, with the consent of Bagon 3850 LLC (property owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Special Site plan review and approval. Exterior alteration to residence. Whereas, a public hearing was held on February 23, 2012 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Mimni Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: DO-PZ-1-12-20120 Bagon 3850 LLC Page 1 of 2 1) Approval is granted to realign an existing garage to provide a front garage door and driveway that leads directly to the street. 2) Approval is granted for a pool and pool deck in the rear yard. 3) The front driveway is approved as part of this approval. 4) The architect to certify to the village and provide satisfactory evidence to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary to prevent runoff into neighboring properties. 5) Construction shall be in full compliance with FEMA regulations, Chapter 8.5 Flood Darnage Prevention of the Miami Shores Code of Ordinances and the Florida Building Code, whichever is stricter. 6) Applicant to secure necessary PERA or Department of Health approval for the septic system ptior to the issuance of a village building permit 7) Applicant to obtain all required building permits before beginning work. 8) Applicant to meet all applicable code provisions at the time of permitting. 9) This zoning permit will lapse and become invalid unless the work for which it was approved is started within (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year 10) The patio is located in the side yard and is approved as to appearance and location. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development and provide a copy of the development order to the Building Dept The application with conditions was passed and adopted this 23rd day of February, 2011 by the Planning and Zoning Board as follows: Mr. Abramitis YES Mr. Busta YES Mr. Reese .YEdi Mr. Madsen YES Chairman Fernandez YES Richard M. Fernandez Chairman, Planning Board DO-PZ-1-12-20120 Bagon 3850 LLC Page 2 of 2 SPECIAL POWER OF ATTORNEY STATE OF FLORIDA COUNTY OF MIAMI -DADE KNOW ALL PERSONS BY THESE PRESENTS: I Margarida Vieira as managing member of BAGON 3850, LLC ( "Principal ") whose address is 20900 NE 30th Ave Suite 200, Aventura, FI, 33180 desiring to execute a SPECIAL POWER OF ATTORNEY do hereby appoint Enrique Duplat ( "Agent ") whose address is 41 SE 5th Street, Miami, FI, 33131 my true and lawful attorney in fact for me and in my name, and in my behalf with full power to: Sign, execute and approve floor plans, surveys, city /county permits and inspections on my behalf in regards to the real estate property 9839 NE 13th Ave, Miami Shores, FI, 33163 with the full power and authority for me and in my name to sign, seal, execute, acknowledge, and accept any and all documents necessary to effect the necessary repairs, maintenance or any kind of construction or modifications to said property. FURTHER GRANTING full power and authority to pay any funds for the work performed on the premises. The legal description of the property is as follows: Lot 5, Block 4, EARLETON SHORES , a subdivision according to the plat thereof recorded at Plat Book 43, Page 80, in the Public Records of Miami -Dade County, Florida Parcel Identification Number 11- 3205- 009 -0500 I hereby ratify and confirm all that said attorney in fact shall lawfully do or cause to be done by virtue of this Power of Attorney and the rights and the powers herein granted. This LIMITED POWER OF ATTORNEY and the rights, powers and authority of my agent shall become effective immediately upon execution of this instrument. Agent shall not be liable for losses resulting from judgment errors made in good faith. However, Agent will be liable for breach o iduciary duty, failure to act in good faith and or willful misconduct, while acting under the authority f this Power of Attorney. I may revoke this POWER OF ATTORNEY at any time by providing written notice to my agent. Signed on March 06 2012, at Aventura, Florida. Margarida Vieira - (Principal) Witness Signature: ( 1� Name: C4 61■14(61 egdo e v(.." City: WEi State: T f (irc c�.) Witness Signature: Name: City: CL)l°4--+'C,o State: SATE OF FLORIDA COUNTY OF MIAMI DADE The forgoing instrument was acknowledged before me this I�, day of (W h. 30 la. by Margarida Vieira as Managing member of Bagon 3850, LLC a Florida limited liability company, who is personally known to me or who has produced VIVAY, te07/‘65f as identification. c tbgo Printed Name '' LAZARA JANET HOYOS - *, {, •~ MY COMMISSION # EE120888 I ,; % '"4' EXPIRES August 1:1. 2015 !4O 11 390-0153 i5$ Fladdallotary&aT 'com STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 RODRIGUEZ, CARLOS HERNANDO NCR CONSTRUCTION CORP 14835 SW 54TH STREET MIRAMAR FL 33027 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.coin. 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 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 DBA: Business Name: NCR CDNSTRUCPION CORP Owner Name: CARLOS HERNANDO RODRIGUEZ Business Location: 14835 SW 54 STREET MIRAMAR Business Phone:954- 441 -1028 Rooms Seats Employees 1 Receipt $;180 -8155 Buslriesa Type GENERAL CONTRACTOR t BERT fs'ENERAL CONTRACTOR) Business Opened:02 /24/2008 StateCountylCertlReg :CGC15 07681 Exemption Code :NONERRYIPT Machines Professionals Per Vending liminess Only Number of Vending Type: Tax Amount Transfer Fee NSF Fee Prier Yeats CaoHedhan Cast Total P2Fd 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meat aH County andior Municipality planner WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. this receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: NCR CONSTRUCTION CORP 14835 SW 54 ST MIRAMAR, FL 33027 2011 2012 Receipt 0034 -10- 00002732 Paid 08/04/2011 27.00 • 4'. e 02 -09 -2012 JEFF ATWATER 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: 02/09/2012 EXPIRATION DATE: 02/08/2014 RODRIGUEZ CARLOS H 200974609 BUSINESS NAME AND ADDRESS: NCR CONSTRUCTION CORP 14835 SW 54 STREET MIRAMAR FL 33027 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR * IMPORTANT: Pursuant to Chapter 440. 05(14), 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 440.05(12), 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 440.05(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 after the filing of the notice or the issuance of the certificate, 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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-160 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AN D RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 02 /09/2012 EXPIRATION DATE: 02/08/2014 PERSON CARLOS H RODRIGUEZ FEIN: 200974609 BUSINESS NAME AND ADDRESS: NCR CONSTRUCTION CORP 14035 SW 54 STREET MIRAMAR, 11. 33027 SCOPE OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election • I- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on Rthe notice of election •to be exempt. E 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 after the filing of the notice or the issuance of the certificate, 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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 OP ID: YL ."� °RL CERTIFICATE OF LIABILITY INSURANCE DATE 06 /14D/YYYY) 06/14/12 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(tes) 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 305 -442 -9507 Insurance Marketers, Inc. 2600 Douglas Road Suite 712 305 -447 -8527 Coral Gables, FL 33134 Evarist Milian, Jr. CONTACT T (A/co. No. Ext): FAX No): E-MAIL ESS: PRODUCER NCRCO -1 CUSTOMER ID #: INSURERS) AFFORDING COVERAGE NAIC # INSURED NCR Construction Corp. 14835 SW 54th Street Miramar, FL 33027 INSURER A : United Specialty Insurance Co. 12537 INSURER B : INSURERC: 02105/12 INSURER D : EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : DAMAGETO RENTED PREMISES (Ea occurrence) COVERAGES CERTIFICATE NUM 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 YPE OF INSURANCE ADDL. INSR SOBR WVD POUCY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DDIYYYY) UMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 0S108760 02105/12 02/05/13 EACH OCCURRENCE $ 1,000,000 X DAMAGETO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY JEa LOC Emp Ben. $ 0 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ . BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' U1BILnY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS Y/ N N / A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule K more space Is required) General Contractor- Coverage is subject to terms, conditions, deductible and exclusions as shown in the policy. CERTIFICATE HOLDER CANCELLATION CITYMSH City of Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shore, FL 33138 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 ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD OFFICE COPY Permit Holder- C LS` -U C 1 cam! Permit # 202-,z. F.B.0 Violation ///O7 , CPx ce„, /6,0'99 'fry/ Address fel ?% �-- Date /1/. /�- By tOrr 4 Building Official FRANCISCO CUELLO JR., P.E., INC. Consulting Engineer 147 Alhambra Circle Suite 200 Coral Gables, FL 33134 Tel.: (305) 567 -0125 Fax: (305) 567 -0129 May 11, 2012 Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Attention: Mr. Norman Bruhn, CBO Reference: Goncalves Residence 9839 N.E. 13th Avenue Miami Shores, Florida 33138 Dear Mr. Bruhn: Following please find our responses to your structural comments dated 4/24/12: Building Critique Sheet Item Number Response 5 The plans and calculations were revised to reflect the current 2010 Florida Building Code and ASCE 7 -10. 8 Same as #5 above, See General Structural Notes (Sheet S -3) "Structural Design Criteria ". 9 Refer to the special inspector from submitted by the Geotechnical Engineer. 10 The only columns not labeled were the starter columns which were described on the details or elevations. Nevertheless, they are now included in the columns schedule, see revised plans. 11 No interior bearing wall was intended to be removed. To the best of our knowledge, the interior walls shown on S -1 reflect all the interior bearing walls. 13 Pool will be done under a separate permit. Structural Critique Sheet 1 Refer to revision #1 on sheet A203. May 11, 2012 Village of Miami Shores Page Two 2 Refer to the revised structural calculations reflecting the current FBC (2010). 3 4 5 6 Refer to the submitted structural calculations. The special inspection form for piles will be submitted by the Geotechnical Engineer. See Sheet A 203 for the Demolition plan. Even though it is our opinion that this constitutes "means and methods" for a certified Florida Contractor working on a residential alteration, we have added shoring notes on two areas and construction sequences on the other proposed wall openings. See our revised plans S -1 and S -1A and elevation A /S -5. All required code references are included in the Structural General Notes (FBC, ASCE, ACI, ASTM, AISC and NDS). Plea, contact t j s office if you should have any further comments or concerns. sident lo, Jr., P.E. FC /Imc /Gon y alves Comments PERMIT #: I, Miami Shores Vsiiage Building Department RECEIPT DATE: 72-ei � �Z 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,contractor o Owner o Architect Picked p 2 sets of plan Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to •ntinue i g process. Acknowledged by: PERMIT CLERK INITIAL: AO relppyill11/ RESUBMITTED DATE: 5 PERMIT CLERK INITIAL: ‘11."111442 e l„OY`,�, 91G,L -vr7 Lim f4sJZ� Pe mo: 12 -662 Job Name: April 24, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 4/ rovide approval from Miami Dade County Health Dept. (DOH /HRS) ri Provide receipt from Miami Dade County Planning and Zoning for impact fees. ) The substantial improvement form is incomplete; provide a copy of the contract with a detailed list of materials. ) Provide all permit applications prior to any f rther review.This includes all MEPs as well s patio /terrace, roof, pool, fence /wall ect. t or The plans are designed under the wrong code. The 2010 Florida Building Code is in effect and all reference documents this include ASCE 7 -10. 6) General notes refer to the City of Miami, this is not Miami. 7) rovide a survey less than 7 years old. Provide an elevation certificate. ivhe plans must show the wind load design criteria. (4 a special inspection form for the pilings. ',hOAAll columns must be labeled as to the column schedule. M) Identify the interior bearing walls and provide a shoring plan for any walls being removed. 12) Provide all product approvals for the altered /new windows and doors that have been reviewed and signed approved by the designer of record.The plans show this a s a separate permit but must be submitted before apermit can be issued because it is a major part of the job. /) The plans include the foundation and structure for the pool but do not include the pool work. Provide a separate permit for the pool includingthe structure. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Ke 12 - C2' Job Name40 RAYS/ Date 13 - 2o1- 2- STRUCTURAL CRITIQUE SHEET 1, Pce-autoe- A- L e D E- Prrt&teS use,D &qv A -203. Lc Nte-eP -ro ge 26u Q'se=D 'Co t Cc-°° Ff6C. (— t 0) 4. °THE ieeui 41-N ) I-EPER e 1'4 ^1) ec2. v c' DC v t' n Leo ki› coy a N' Pizo v rzs e S I N PCC -°C1.0 s! -Po R-t°-t S - pt ter 'p v t'i-a I~ ',D .E. o LA' leo ts/ q 3tf-o l -(t., Fj P4-4/4 . etto%) c ro-& cop -6 (z_t G? � r�► Ct -�t� i2 -A-t t(&-t EP? t . t- © eyN . PERMIT #. - - -•�!®2 DATE: 7.4 C� iL/ • lee„, mil' c z� Miam, Shores Viiiage Building Department RECEIPT I, Contractor ❑ Owner o Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Picked up 2 sets of plans and (other) s i i �. � `" 1 Address: , ( 3 cl r 1 3 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permi. • _ •cess. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 5I29. IN Z PERMIT CLERK INITIAL: Permit No: 12 -662 Job Name: May 24, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) The substantial improvement form is incomplete; provide a copy of thecontract with a detailed list of materials. This must include all materials and labor. The contract provided excludes electrical fixtures and wndows. Please remove demolition, site work and debris removal costs from form. 2) Provide all product approvals for the altered /new windows and doors that have been reviewed and signed approved by the designer of record. The plans show this a s a separate permit but must be submitted before a permit can be issued because it is a major part of the job. 5 pr's 7 e ti 51 _ 9 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove themfrom the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 • • • • • • • • • January 24, 2012 Excell Construction & Development Co. P.O. Box 16203 Plantation, FL 33318 RE: Subsurface Investigation Proposed Front Terrace Addition and Swimming Pool 9839 NE 13th Avenue Miami Shores, FL 7450 Griffin Road, Suite 140 Davie, F1.33314 Tel: 954-584-6115 Fax: 954-584-2862 E -mail: ppeana@soilprobe.net In accordance with your request and authorization, Soilprobe Engineering & Testing, Inc. has completed subsurface exploration and geotechnical studies at the above referenced project site. We explored the general subsurface conditions in order to evaluate their suitability for supporting the anticipated construction, and to provide recommendations for site preparation and foundation design. Our work included standard penetration test (SPT) boring and engineering analyses. This report describes our explorations and tests, reports their findings, and presents our recommendations developed from the investigation. Our report has been prepared specifically for this project. It is intended for the exclusive use of Excel! Construction, their representatives, and/or assigns. Our work has used methods and procedures consistent with local foundation engineering practices. No other warranty, expressed or implied, is made. We do not guarantee project performance in any respect, only that our work meets normal standards of professional care. It is in our understanding that the proposed construction will consist of a new, elevated concrete terrace surrounded by a retaining wall, located at the front area and a small, in- ground swimming pool, at the rear of existing house. The existing and proposed improvements and approximate locations, of our soil borings are presented in the attached plot plan. For the purpose of our evaluation we have assumed that the new construction will consist of poured in place reinforced concrete supported by deep foundation system comprising piles, grade beams and/or pile caps. The geotechnical recommendations presented in this report are based on the available project information, proposed locations and the assumed data described in this report. If any of the noted information is incorrect, please inform this office, so that we may amend the recommendations presented in this report as appropriate. The subsurface conditions at the site were explored with two engineering borings advanced to depths of 16 and 34 feet below the existing ground surface. Due to limited access in the backyard area the tests were conducted using a truck mounted and a portable drill rig. Our representatives selected test locations in the field as shown in the attached plot plan. Excel Construction & Development Co. 9839 NE 13th Avenue January 24, 2012 Page 2 of 4 Samples of the in place materials were recovered at frequent intervals with a standard 24 inches split barrel sampler driven into the ground with a 140 -pound hammer falling 30 inches. This work was performed on January 12, 2012 following closely the procedures recommended in ASTM Method D- 1586. Detailed subsurface conditions encountered at the locations and depths explored are presented in the attached logs. Our drillers examined the soil recovered from the SPT sampler and maintained a soil logs. Soil samples were inspected and classified with the Unified Soil Classification System (USCS). Classifications of soils and other pertinent data obtained from our exploration and tests are reported on the attached boring log. Stratification shown on the boring logs is based on examination of recovered soil samples and drillers interpretation in the field. It indicates only the approximate boundaries between soil types. The actual transitions between the adjacent soil strata may be gradual and indistinct. Standard penetration test revealed from grade to a depth of 7.00 feet a layer of gravelly sand fill. Below this surfacing layer and extending to depths varying from 11.00 to 13.00 feet, the soil consisted of layered muck, fibrous peat and fine silty sand. Below these layers and continuing to the boring final exploration depths, the tests revealed soft to medium hard, sandy sandstone and limestone. The water table measured at the time of test was found at an approximately depth of 4.50 feet below prevailing grade. Fluctuations in groundwater level should be anticipated throughout the year due to seasonal variations in rainfall, drainage, tidal fluctuations in the bay and other factors. The groundwater level measured at the time of test is not intended to define a limit or ensure that future seasonal fluctuations in groundwater levels will not vary from this level. We recommend that the Contractor determine the actual water table at the time of the construction to determine groundwater impact on his construction procedures. Based on our observations, result of boring tests, evaluation of the existing soil conditions, our experience with similar sites within the vicinity of this project, we recommend that the proposed construction to be supported by deep foundation system consisting of piles, grade beams and/or pile caps. The piles we recommend for this site shall be as follows: 1. 14 inches diameter auger cast -in -place concrete piles. The piles shall be installed through the gravelly sand, and organic layers, and penetrate into sandy sandstone formation to sufficient depths to provide the required bearing capacity. We further recommend the minimum depth of installation for 14 -in. diameter auger cast piles required achieving the design bearing capacities as follows: Diameter 50 Kips 60 Kips 70 Kips (Inches) Compression Compression Compression 14" 25 28' 32' txcell Construction & Development Co. 9839 NP 13th Avenue January 24, 2012 Page 3 of 4 A 14 -inch diameter pile is estimated to have a lateral load capacity of 10 kips. This horizontal capacity assumes that the pile is fully embedded in soil and the resisting force acting at the head level with fixed pile head condition. For moment capacity, the point of fixity shall be assumed at a depth of 15 feet. Piles that are properly reinforced from butt to tip would withstand allowable tension loads equal to 50 percent of the design capacity of axial loads. The concrete shall consist of portland cement grout mixture with a minimum compressive strength of minimum 5,000 PSI at 28 days. It is suggested that each pile be reinforced with a minimum 4#5, 15 feet long, with #3 ties spaced at 12 inches placed in the upper 15 feet of pile and 1 #7 for the full length with two # 3 cross -tied installation spacers (centralizers) at bottom end. However, the structural engineer of the project shall design the pile reinforcing based on the loads to be imposed. A geotechnical inspector who will verify the compliance with the above requirements shall monitor pile installation. The first two piles (test piles) shall be installed under the supervision of a geotechnical engineer at locations to be selected in the field. Following the installation of these two piles, jobsite criteria will be established for the installation of the remaining piles, which will include grouting ratio and pile tip elevation. However, no piles shall have the tip elevation at depths less than specified above. The actual depths should be expected to vary depending on the drilling conditions encountered during installation of the piles. In addition, due to the sand layered, fractured, porous rock encountered within the test depths, and excessive blow-outs during grouting operation, some piles may require deeper installation. Also, piles should be installed in accordance with the attached Specifications for Auger - Cast -in -Place Piles Installation. 2. As an alternate method to the auger -cast piles or pre -cast piles, considering the limited access and the light loads imposed by the proposed structures, are steel pin piles. The steel pin piles shall consist of minimum of 3.50 -in I.D. and 4.00 -in. O.D. hot dipped galvanized piles as per ASTM A -153. The piles shall be capped at bottom end and shall be driven to refusal in a vertical straight line using hydraulic hammer such as Stanley MB Series (or equal) with a minimum weight of 450 lbs and a impact force of 550 ft -lb. (745 J) in order to achieve a bearing capacities of and 8 tons compression (2 tons tension). Additional to the refusal depths installation requirements, a minimum 7.00 feet rock embedment shall be achieved into the competent bearing rock layer encountered at 13.00 feet below grade. 3. As a second alternate method to the auger cast piles and probable cost effective, considering the size of proposed construction, are Helical- piers. Helical -piers consisting of steel plates (helices) and shaft configuration can provide and adequate bearing support for the proposed construction. The shaft and plate(s) shall be hydraulically augured into the ground, and the amount of torque measured to develop the required bearing capacity. We estimate that using Chance Helical Piers (or equal), 3.50 -inch OD Pipe Shaft, coupled with SS 1 -3/4 in. (SS 175 square shaft) lead piece (SS & RS combo) fitted with helices and installed at the required driving torque, the achieved bearing capacity shall be in the range of 10 to 15 tons compression and 4.00 to 8 tons tension respectively. Excel Construction & Development Co. 9839 NE 13th Avenue January 24, 2012 Page 4 of 4 The installation shall be performed in accordance with manufacturer specification A.B. Chance Company Technical Manual. Additionally, to the required torque installation, a minimum of 7 feet helix embedment in the rock layer encountered at 13 feet below grade shall be achieved at each pile. Pre - drilling may be necessary to achieve this minimum rock embedment and required installation torque. Pile spacing shall be as per structural engineer generally 5.00 to 8.00 feet maximum but not less than 30.00 inches center to center as minimum. Depending of the design the pin piles shall be filled with concrete and connected to the foundation system with a steel plate or re -bars extending from the inside of pin piles to the grade beams or structural slabs. The 3.5 -in. steel pins lateral capacity installed vertical is very limited and when required shall be estimated from the horizontal capacity of battered steel pins installed at the refusal depths in conjunction with vertical piles. Any modification to the above - recommended procedures should be approved by Soilprobe Engineering &Testing, Inc. Further, in order to verify compliance with these specifications and document construction, procedures used and actual conditions encountered we recommend that experienced geotechnical personnel observe pile installation operation. Based on our familiarity with the project, knowledge of subsurface conditions and the intent of the design, we suggest that Soilprobe Engineering & Testing, Inc. be retained to inspect full -time pile installation operations. This office does not accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the structures if not engaged to provide construction observation, testing and certification for this project. Due to the fact that soils are generally, naturally deposited materials under variable conditions, it must be understood that major subsurface discontinuity may occur within short distances. It is unlikely that the tests used for this investigation revealed all subsurface conditions. Our office does not warrant or imply that the data collected on our log of borings are indicative of the subsurface features; except the locations where borings were taken. If unusual or variant conditions are found during construction, please notify this office for further evaluation and recommendation. It has been a pleasure to perform this investigation for you and we hope that you will call on us if we may be of further service. Sincerely, SO i ' ' i ENGINEERING & TESTING, INC. Log of Borings Appendix SPT Specifications ACP, Pin Piles and Helix Piers PROPOSED TREES -NOT PART OF1I138 PENNI EXISTING SEAWALL BISCAYNE BAY AWC EXISTING PORTION OF DRAIN FIELD TO BE RELOCATED PROPERTY UNE NOV 2116"W 93.49' ES -1 w000 DEG( SEreACRFR31 maSTING SEAWALL PROPOSED GRAVEL PATH t amt D LANDSCAPE HEDGES -NOT PART OP nits PERMIT -• PROPOSED GRAVEL PATH EXISTING ROOF& CHIMNEYS TO REMAIN 1 -STORY EXISTING BUILDING RESIDENCE NO. 9839 F.F. ELEV.789 FEET 8 3 1 .STORY EXISTING RESIDENCE WITH REMODELED INTERIORS AND NEW EXTERIOR GLAZING -REFER TO PLANS & ELEVATIONS REAR YARD COVERAGE: (Sec.4OS) Not more than 20% of me area of rear yard except that anystructure that is part of a swimming pool instetlation and that does not exceed aft N height need not be Included In computing said =EMS. PROPOSED REAR YARD COVERAGE ACCORDING TO SEC. 499: 0% NEW PORTION OP DRAIN PEED APROSMATE LOCATION OP SEPTIC TARES DRAIN FED AREA &C. TOVJF. EXACT LOCATION LINE OP MERINO BLRDWO WALL BELOW GRASS AREA SIDE SERV, LANDSCAPE HEDGES •NOT PART OP THIS PERMIT PROPOSED GRAVEL PATH PROPOSED B• FOOTWALL& OAR `• O EathactLTOeE TAE DW HEDGES .NOTPARTOFTHIS FROM YARD COVERAGE (Se&521b.2a) AS paved areas N the front yard taus not occupy more than 50 percept ofthafrond yard (pervious ate e). PROPOSED FRONT YARD COVERAGE ACCORDING TO SEC. 521.b2.a :31% CALCULATION FRONT YARD TOTAL AREA: 233725 SOFT. Eg COVERAGE AREA: 738.16 SOFT. PERCENTAGE OF COVERAGE: 31% GRASS AREA lir PLAN ;D PEDESTRIAN PATH N.E.13TH AVENUE �0 0R-1 L©C —10si 5� gt3q t`�. 1t oeu CAtots`"` -- 7450 Griffin Road #140 Davie, Fl. 33314 Tel: 954 - 584 -6115 Fax: 954 -584 -2862 E -mail: ppeana(gisoilprobe.net APPENDIX SUBSURFACE EXPLORATION INFORMATION Our borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no information about subsurface conditions below the bottom of the boreholes. At locations not explored, subsurface conditions that differ from those observed in the borings may exist and should be anticipated. The groundwater depth shown on our boring logs is the water level the driller(s) observed in the borehole when it was drilled. These water levels may have been influenced by the drilling procedures. An accurate determination of groundwater level requires long -term observation of suitable monitoring wells. The absence of a groundwater level on certain logs indicates that no groundwater data is available. It does not mean that no groundwater will be encountered at that boring location. Standard Penetration Test Borings The Standard Penetration Test (SPT) is a widely accepted method of testing foundation in place. The N -value obtained from the test has been correlated empirically with various soil properties. These empirical correlations allow satisfactory estimates to be made of how the soil is likely to behave when subjected to foundation loads. Tests are usually performed in the boreholes at intervals of five feet. In addition, our Firm performs tests continuously in the interval directly below the expected foundation - bearing grade where the soil will be most highly stressed. Boreholes where SPT will be performed are drilled with a truck mounted SIMCO 2800 drill-rig. The boreholes are advanced by rotary drilling with a winged bit that makes a hole about seven inches in diameter. After the borehole has been advanced to the depth where a SPT will be performed, the soil sampler used to run the test is attached the end of drill rods and lowered to the bottom of the borehole. The testing procedure used conforms closely to the methods recommended in ASTM D -1586. The sampler has a split-barrel 24 inches long and an outside diameter of 2.0 inches. It is driven into the ground below the bottom of the borehole using a hammer that weights 140 pounds and falls freely 30 inches. The driller records the number of hammer blows needed to advance the sampler the second and third six- inches increments. The total number of blows required to advance the sampler the second and the third six- inches increments constitutes the test results; that is N -Value at the depth. The test is completed after the sampler has been driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal occurs when 100 hammer blows advance the sampler six inches or less. After the test is completed, the sampler is removed from the borehole and opened. The driller examines and classifies the soil recovered by the sampler. He places representative soil specimen from each test in closed jars or plastic bags and takes them to our laboratory. In the laboratory, additional evaluations and tests are performed, if needed. Jar samples are retained in our laboratory for thirty days, then discarded unless our clients request otherwise. Hand Auger Borings Hand auger borings are used if soil conditions are favorable, when the soil strata are to be determined within a shallow (approximately 6 feet) depth, or when access is not available for our truck- mounted or portable mounted drill-rigs. A three inches diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately six inches increments and its content emptied for inspection. Sometimes posthole diggers are used, especially in the upper three feet or so. The soil samples obtained are described and representative samples put in jars or plastic bags and transported to the laboratory for further classification and testing, if necessary. GENERAL SPECIFICATIONS FOR AUGER-CAST PILES INSTALLATION WORK: ' • Contractor has to demonstrate, prior to the start of production piles, the dependability of the equipment, techniques, trained personnel and source of materials to install auger cast in place piles to the satisfaction of the Engineer. Materials: • Portland cement: ASTMC150 (type I, II, III, IP, and IS). • Grout Fluidizer: CRD -C619; • Water: Fresh, clean potable; • Aggregate: ASTM C404, Size No. 1 or Size No. 2; • Reinforcing Steel: ASTM A615, Grade 60; • Fine aggregate: ASTM C33; • High Strength Reinforcing Steel: ASTM A722, Type II, Thread Bar Type. Mixing and P umping: • Grout shall be a mixture of Portland cement, fly ash, retarder, fluidizer, sand and water proportioned and mixed to produce a mortar capable of maintaining the solids in suspension without appreciable water gain and which may be pumped without difficulty and fill open voids in the adjacent soils. A design mix with confirming strength test results shall be submitted to the project structural engineer for approval, prior to installation of the piles. • Fluidizer shall be a compound possessing characteristics, which will increase the flow ability of the mixture. • Potable water can be added as necessary, just one time, to replace the fluidizer but no later than 45 minutes after batch time. • If agitated continuously the grout may be held in the mixer for a period not exceeding 2.5 hours at grout temperatures below 70° F (20° C); two hours for temperatures from 70° F to 100° F (20 to 38 °C). Do not place the grout when its temperature exceeds 100 °F (38 °C). • Use a screen no larger than 3 inch mesh between the mixer and pump to remove large particles, which might clog the injection system. • Use a grout pump /system capable of developing a displacing pressure at the pump of 350 PSI (2.4 Mpa), equipped with a pressure gauge and counter to accurately monitor the pressure of the grout flow. Test and calibrate the equipment prior the start of each day of production piles. • The concrete pump shall be calibrated on each day of production by counting the number of strokes necessary to fill a 55 gallons drum. The volume of grout per lineal foot of pile shall exceed the theoretical pile volume with a minimum grout factor (i.e. actual grout volume divided by theoretical grout volume) of 1.15. Also calibrate the equipment any time the Engineer suspects that the grout pump performance has changed. Testing Cement Grout: • Make four (4) cubes, 2 by 2 inches each, for each 50 yd3 of grout placed, per day of pile placement. The engineer will test two cubes at seven days and two cubes at 28 days. The minimum required strength would be specified on the plans. When a cement grout acceptance strength test falls more than 10% below the specified minimum strength, whichever is less deviation from the specified minimum strength, perform one of the following: - Remove and replace the LOT of concrete in question at no additional cost; - Submit a structural analysis performed by a Specialty Engineer. If the results of the analysis indicate adequate strength to serve the intended purpose with adequate durability, the concrete may remain in place. Otherwise, remove and replace the LOT of concrete in question at no additional cost. Pile Installation: • Locate the piles as shown on the drawings. • Provide continuous auger Righting from the auger head to the top of the auger with no gaps or other breaks, uniform in diameter throughout its length, and of the diameter specified for the piles less a maximum of 3 %. Provide augers with a distance between the flights of approximately half the diameter of the auger. • Construct piles of the length and diameter shown of the drawings or on the soil report. • The auger shall rotate during the withdrawal and shall be withdrawn in a steady continuous motion. Grouting shall be performed in a continuos operation during extraction of the auger. The pumping pressure shall be measured and shall be maintained high enough at all times to offset the hydrostatic and lateral earth pressures, and preventing hole collapse. Carry a head of at least 5 feet of grout above the injection point around the perimeter of the auger to displace and remove any loose material from the hole. Maintain positive rotations of the auger at least until placement of the grout. • Once the grout head has been established, reduce the speed of rotation of the auger and commence extraction at a rate consistent with the pump discharge. Maintain extraction at a steady rate to prevent a locked -in auger, necking of the pile, or a substantially reduced pile section. Grout should start flowing out of the hole when the cutting head is within 5 feet of the ground surface. Place a total volume of grout of at least 115% of the theoretical volume for each pile. Page 1 of 2 • If grout pumping and/or auger retrieval operations are stopped or interrupted (or loss of concrete pressure occurs) at any time during the formation of a given pile, the borehole is to be re- augered and the pile formed anew. • If the concrete level in any piles drops, the pile shall be rejected and replaced. However, some subsidence of fresh grout may occur in the top of the piles. We anticipate that subsidence will occur within a period of approximately two hours following the grouting operation. If subsidence occurs while the pile grout is in a fluid state, we recommend that the pile be immediately filled with fresh grout to the proper cut -off elevation. A grout subsidence of up to 8 inches shall be considered acceptable. • Piles shall be installed in a sequence so that the grout in adjacent piles have had time to set such adjacent piles are not disturbed. Piles shall not be installed within 4 pile diameters, or 5 feet center to center, of a pile installed within the previous 24 hours. • Furnish and install the reinforcing steel and anchoring bolts as shown in the approved structural drawings. Use reinforcing steel that is without kinks or nonspecified bends, free of mud, oil or other coatings that could adversely affect the bond. The reinforcing steel (cages) should be positioned concentrically within the piles shaft. All the reinforcement steel should be fitted with min. one installation spacer at its lower tip to assure its centering. If there is difficulty in placing the reinforcement steel in any pile, the pile shall be re- drilled and replaced. • If refusal or obstruction is encountered at a given location at depths less than specified in the geotechnical report, the pile shall be abandoned, replaced or predrilled (using appropriate drilling equipment) upon approval of the engineer. Construction Tolerances: • Locate piles as shown on the drawings, or as otherwise directed by the Engineer. Locate pile centers to an accuracy of ±3 inches. • Ensure that the top of pile cut -off elevation is within an accuracy of ±3 inches of the plan elevation. • The vertical alignment of the piling should not deviate from the plumb by more than 'A inch of the post height for a 14- inches pile. Unacceptable Piles: • Repair or replace unacceptable piles, as directed by the engineer. • Unacceptable piles are defined as piles that fail for any reason, including but no limited to the following: Piles placed out of position, piles with reduced cross section, contaminated grout, lack of grout consolidation or deficient grout strength; and piles with reinforcement and other components cast or placed into the fluid grout out of position. Auger Cast Piles Installation Plan: • At the preconstruction conference, but no later than 30 days before auger cast piles construction begins, submit an auger cast pile installation plan for approval by the engineer. • Provide the following detailed information on the plan: - Name and experience record of auger cast pile superintendent or foreman in responsible charge of auger cast pile operations. Place a person in responsible charge of day -to -day auger cast pile operations who possesses satisfactory prior experience constructing shafts similar to those described. List and size of the proposed equipment, including cranes, augers, and concrete pumps including details of proposed pump calibration procedures. Details of pile installation methods. A certified surveying plan with the piles cut -off elevations and a fixed benchmark. - Other information shown in the plans or requested by the engineer. Inspection and record: • The engineer will monitor the pile installation. Maintain records of each pile installed showing: Piles ID and location; - Drilling time; Pile Penetration; Pile tip elevation; Ground elevation; Pile diameter; Theoretical quantity of grout required; Grouting time; Quantity of grout placed (yd3); Grout truck time of arrival to the site and batch time; Slump test results; All other pertinent data relative to the pile installation. Page 2 of 2 AUGER CAST - IN - PLACE INSTALLATION SPECIFICATIONS STEEL PIN PILES INSTALLATION (DRIVEN PILE FOUNDATIONS) SPECIFICATION Scope The work under this specification consists of the materials and installation required for the construction of impact and vibratory driven steel foundation piles. Location and Alignment Tolerances The piles shall be driven in the positions shown on the plans or as approved by the Engineer. The maximum tolerances allowed are specified in the drawings. Any pile out of center or plumb beyond the tolerances specified shall be removed and replaced at the Subcontractor's expense. Quality Assurance The driven pile foundation Subcontractor shall be experienced in installing piles similar in material, design, and extent indicated for this project, whose work has resulted in a history of successful in- service performance. Delivery, Storage and Handling The handling, transportation, and storage of piles shall be done in a manner that avoids damage to the piling materials. Loading and unloading of materials could be done by crane, loader, or other appropriate hoisting or lifting equipment. Care shall be taken in order to prevent damage to the surface of galvanized piling. Fabric slings, wood blocking, or other approved method(s) shall be used to support and separate galvanized piling when handling, hauling, or storage. Piling on which the galvanized coating has been damaged shall be replaced or repaired by metalizing in conformance to ASTM A780, or as determined by the engineer. Project Conditions The Subcontractor, generally shall exercise care and protect structures, underground utilities, and other construction from damage cause by pile driving ( for additional information and/or responsibilities of piling contractor see construction contract documents). In addition, the Subcontractor is responsible for evaluating and implementing the information provided in the geotechnical report prepared for the project. Design Modifications Where piles are installed that exceed the specified tolerances for location or plumbness, the foundation design will be analyzed and if necessary redesigned by the Engineer. The costs for analysis, redesign and remediation shall be the responsibility of the Subcontractor. Additional piles and pile modifications necessitated by redesign shall be furnished and installed at no additional cost to the Owner. Subinittals Installation Plan: The Subcontractor shall submit a detailed description of the major equipment and construction procedures proposed to Engineer for review. Product data For each type of pile product, accessory, and paint/galvanization indicated. Shop drawings: Show installation details for piles, including driving points, splices, field -cut holes, etc. Indicate welds by standard AWS Symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. If required, include arrangement of static pile reaction frame, test and anchor piles, equipment, and instrumentation. Submit structural analysis data signed and sealed by the Professional Engineer responsible for their preparation. If used, submit concrete design mixes, qualification data, material test reports, and material certification. Reports: Driving record of each pile, pile location plumbness, welding inspection report(s) and static pile test reports (if required). Hammer: Include type, make, maximum rated energy, and rated energy per blow of hammer, weight of striking part of hammer, weight of drive cap; details, type, and structural properties of hammer cushion; and details of follower and jetting equipment (if used). Welding certificates:.Qualification of welding procedures, welders, and operators. PRODUCTS: Materials The Contractor shall provide the steel pipe piles with the following specifications: longitudinally welded and seamless steel pipe piles, constant in cross section, 3.5 or 4.0 inches in outside diameter (OD), and conforming to ASTM A500/EN 10219 -1/2 and ASTM 252 Grade 3 (46 ksi). Surface protection is required and is galvanized by the hot -dip method in accordance with ASTM A123/EN ISO 1461. Page .1 of 3 Equipment Pile Hammer: Air, hydraulic, or diesel powered type capable of developing the ultimate pile capacity and penetration indicated considering length and weight of pile and character of subsurface conditions anticipated. If driving with a vibratory hammer, verify pile resistance by driving them with an impact hammer of suitable energy. Hammer Cushions and Driving Caps: Between hammer and top of pile, provide a hammer cushion and steel driving cap recommended by hammer manufacturer for pile type. Leads: use fixed or rigid -type pile driver leads that will hold the full length of the pile firmly I position and in axial alignment with the hammer. Approvals of Equipment All pile driving equipment, methods of driving, and procedures to be used by the Subcontractor shall be approved by the Engineer before any driving is started. Approval of the pile driving equipment will be based on whether the piles can be driving with reasonable effort to the ordered lengths without damage. Prerequisite to such approval, the Subcontractor shall submit to the Engineer the necessary pile driving equipment information for review in a timely manner so as not to disrupt the work and/or affect production schedule. The Subcontractor will be notified of acceptance or rejection of the revised pile driving system within 7 calendar days of the Engineer's receipt of the information. If the Engineer deems that either pile damage or inability to drive the pile to the desired depth will result from the Subcontractor's proposed equipment or methods, the Subcontractor shall modify or replace the proposed methods or equipment or may need to drive test pile(s) at his expense until subsequent analysis by the Engineer indicates that the piles can be reasonably driven to the desired depths without damage. The Engineer will notify the Subcontractor of the acceptance or rejection of the revised pile driving system within 3 calendar days of the receipt of the revised information. During pile driving operations, no changes to the approved equipment will be permitted without the Engineer's written permission. The Engineer will give notification of approval or rejection within seven calendar days of receiving the form. Time required for resubmission and review of a Subcontractor's equipment change request is not a basis for a contract time extension request unless the Engineer does not respond in seven calendar days. . EXECUTION General A Registered Professional Land Surveyor or Registered Professional Civil Engineer shall establish initial lines and levels and staking of pile locations prior to pile driving and upon completion shall submit to the Engineer actual pile locations with respect to the planned pile locations and the plumbness of piles. Driving Drive piles as specified with approved pile driving equipment to the required penetration depth and to the required normal pile bearing resistance as shown or specified. Preboring Use auguring, wet -rotary drilling or other methods of preboring only when specified or with written approval by the Engineer, when permitted, prebore holes at pile locations and to the depths shown or directed. Make prebored holes smaller than the diameter or diagonal of the pile cross section, but sufficient to allow penetration of the pile to the specified depth. If subsurface obstruction, such as cobbles, buried debris, boulders or rock layers, are encountered during pile driving, the hole diameter may be increase to the least dimension which is adequate for pile. installation. The use of reinforced section (spud) to loosen the subsurface material at pile locations will not be permitted unless otherwise approved by the Engineer. Perform preboring in a manner that will not impair the bearing or lateral capacity of the piles already in place or the safety of existing adjacent structures. When it is determined that preboring has disturbed the load bearing resistances or previously installed piles, restore those piles that have been disturbed to conditions meeting the requirements of this specification by redriving or by other acceptable methods. The Subcontractor shall be responsible for the costs of any necessary remedial measures unless the preboring method was specifically included in the Contract Documents and properly executed by the Subcontractor. Damaged or Defective piles Approval of a pile hammer shall not relieve the Contractor of responsibility for piles damaged from misalignment of the leads, inadequacy of cap block or cushion materials, failure of splices, malfunctioning of the pile hammer or other improper construction methods. In addition, piles driven out of their proper location, or driven below cut -off elevation, shall be corrected by the Subcontractor, without added compensation by a method approved by the Engineer to be excessive, will not be permitted. Page 2 of 3 Piles damaged during installation will be considered unsatisfactory unless the nominal bearing resistance is proved by load tests performed by the Subcontractor. If such tests indicate inadequate resistance, take corrective measures, such as the use of damaged piles at reduced resistance, installation of additional piles, strengthening of damaged piles, or replacement of damaged piles or as determined by the Engineer. Cut-off Lengths Cut off the tops of all permanent piles square and smooth at the elevation shown or as directed by the Engineer. All cut -off piles become the property of the Subcontractor. With approval, undamaged cutoffs may be used as pile extensions or welded together to form full length piles. Splices Splicing shall be done in accordance with the following and as per details shown on the plans or provided by the Engineer. The butting ends of the driven pile and its extension shall be cut square to give reasonable bearing between the mating surfaces. The butting surface of the extension piece shall be beveled to facilitate a full penetration butt weld. Back -up rings supplied by the Subcontractor shall be installed symmetrically inside the driven pile and shall be spot welded to the pile. Before welding over previously deposited metal, the slag shall be cleaned off This requirement shall apply to successive layers, to successive beads, and to the cratered area when welding is resumed after any interruption. Steel pile cutoffs welded together, whether pile extensions or full length, shall not vary from a straight line more than 6 mm in 6 m (1/4 inch in 20 feet) measured along any edge of the pile. Test Piles When specified or required, furnish and drive test piles at the locations and to the lengths directed. All test piles shall be of the kind and size similar to the permanent foundation piles unless otherwise directed. Drive all test piles with approved pile driving equipment. The specified length of test piles will be greater than the estimated length of production piles to provided for variation in soil conditions. Drive test piles using driving equipment identical to that which the Subcontractor proposes to use on the production piling. Drive test piles to or below the required minimum tip elevation and to a hammer blow count established by the Engineer. Allow test piles which do not attain the hammer blow count specified at the minimum tip elevation shown to "set up" for 24 hours, or less if directed, before being redriven. If the tops of test piles reach plan grade without attaining the required pile bearing resistance, splice them and drive until the required bearing resistance or penetration is attained. Perform static load tests on the test piles when specified or required. Conduct static load tests in accordance to ASTM D 1143 (Axial Compressive Static Load Test), ASTM D 3689 (Axial Tension Static Load Test), and ASTM D 3966 (Lateral Load Test) using the quick load test method to plunging failure or the capacity of the loading system. The above specifications are provided as a guide. The Engineer of Record should modify these specifications to suit the work involved for a particular project and site conditions. Page 3 of 3 GENERAL SPECIFICATIONS FOR HELIX PIER The following specifications are provided as a guide. The engineer of record should modify these specifications to suit the work involved for a particular project and the site conditions. GUIDELINE SPECIFICATIONS FOR HELIX PIER INSTALLATION 1. SCOPE: This item pertains to the installation of helix piers at the locations shown on the Plans or staked by the owner or General Contractor. These specifications and the Plans shall be used in conjunction with a standard contract to procure the work. 2. ACCESS: Owner /General Contractor will provide for right of entry of Helix Pier Contractor, all necessary personnel, and equipment for conducting the helix pier installation work. Owner or general Contractor will remove and replace any structures, utilities, pavements, landscaping and other improvements in the work area to facilitate helix pier installation. Reasonable care shall be exercised by Helix Pier Contractor to avoid damage to existing structures, utilities, pavements, landscaping and other improvements during the course of the helix pier installation work. 3. UTIL1 '1'1ES: Owner /General Contractor will locate all underground structures and utilities. Any such underground structures and utilities in the nearby areas of the helix pier installations will be clearly marked prior to helix pier installation work. No helix pier shall be installed within a horizontal distance from a utility or underground structure if that distance is equal to or less than half the depth of the utility itself. 4. SAFETY: In accordance with generally accepted construction practices, the Helix Pier Contractor shall conduct construction operations in such a manner as to assure maximum safety of persons and property in the immediate vicinity of helix pier installation work. Helix Pier Contractor shall provide and utilize hard hats, safety glasses, steel toe boots and other safety clothing or equipment in accordance with General Contractor's safety plan and OSHA Standards. 5. INSURANCE: the Helix Pier Contractor shall obtain and maintain general liability insurance to the limits described in the Owner's contract and adequate Workmen's Compensation Insurance as prescribed by the Workmen's Compensation Act. This insurance shall cover all of the Helix Pier Contractor's personnel on site at anytime. 6. CAPACITY: Design loads shown on the Plans include a Minimum Factor of Safety of 2 and should be used to determine the required ultimate capacity of the helix piers. Helix Pier capacity is dependent on the geometric configuration of the helix pier selected, the strength of the steel helical bearing plate(s) and hub, subsurface conditions, and the torque applied during installation. Manufacturer's recommendations should be followed regarding the torque and bearing capacity relationship for the particular helix pier selected. The ratio of required ultimate helical blades shall not exceed the ultimate subsurface material bearing capacity provided by the Soils Engineer. 7. MATERIALS: Helix Pier shall be round or square shaft and have the required number of helical blades so as to provide for adequate load carrying capacity. The strength of the helical bearing plates, connections and hub shall be sufficient to support the design loads specified on the Plans. Helix Piers shall be protected- from corrosion by galvanizing or other suitable means. The helix pier hubs may required to resist bending moments due to buckling and lateral loads. In addition, the connection between the helix pier and the structure may be required to resist lateral loads as specified by the Structural Engineer. The Helix pier hubs and connections shall have a minimum structural section modulus as specified on the Plans. The Helix Pier connections shall be in -line, straight and rigid. Helix Pier shall be hot dipped galvanized for corrosion resistance. 8. INSTALLATION: Constant downward pressure shall be applied while screwing helix piers into the ground. The pressure applied shall be sufficient to ensure that, during each revolution, the helix pier progresses downward a distance equal to the blade pitch. Rate of helix pier rotation shall not exceed 20 revolutions per minute. Helix Pier shall be advanced until the required torque is achieved to accommodate the required ultimate capacity. Helix Pier shall be installed as close to vertical as possible. If multiple helices are used on a single helix pier, the required torque shall be maintained or exceeded for a distance of helix pier advancement of at least the aggregate total spacing between helices. For example, if a helix pier is used with three blades separated by two (2) feet from each other, than the helix pier shall be advanced a total of 4 feet while maintaining or exceeding the required torque. If swelling soils are a concern, the helix pier blades shall be extended a minimum of 10 feet below the deepest part of the structure or to a depth as specified by the Soil Engineer. No helical blades are allowed within ten (10) feet from the deepest part of the structure, unless allowed by the Soils Engineer. Also if swelling soils are a concern, the helix piers shall be advanced at least three (3) feet once the required torque is achieved. 9. CONNECTIONS: All helix pier connections shall be securely hand tightened. All helix pier components including the hub, cap and top bracket shall be isolated from touching any concrete reinforcing bars or other metal objects. 10. MODIFICATIONS: field welding, if required, shall be in accordance with the "Code for Welding in Building Construction" of the American Welding Society. Cutting of manufactured helix pier blades is prohibited and shall not be performed without first consulting the Structural Engineer. 11. INSPECTION: INSTALLATION OF HELIX PIER SHALL BE OBSERVED BY A REPRESENTATIVE inspector of a professional Soils or Structural Engineer firm to verify the depth and installation torque. The Helix Pier Contractor shall notify Inspector at least 24 hours prior to installation work. The Inspector shall observe the installation and document the helix Pier HELIX -PIER INSTALATION SPECIFICATIONS Contractor's method and materials used. The Inspector shall maintain a record of depth and torque readings. The Helix Pier Contractor shall provide the Inspector with recent calibration information for the instrument used to measure torque. 12. DRAINAGE: The General Contractor shall provide proper site drainage in the area of all installed helix piers at all times during and after construction. Proper site drainage shall conduct surface water runoff away from the structure and helix piers. If expansive soils are a concern, irrigation system shall not discharge within five (5) feet of an installed helix pier. 13. CLEANLINESS: Immediate upon completion of the work, the Helix Pier Contractor shall remove any and all equipment, tools, building materials, rubbish, unused materials, concrete forms, and other materials belonging to him or used under his direction. Also during the work, the site occupied by the Helix. Pier Contractor and his material stockpiles shall be kept in a reasonable state of order and cleanliness. FRANCISCO CUELLO JR., P.E., INC. Consulting Engineer 147 Alhambra Circle Suite 200 Coral Gables, FL 33134 Tel.: (305) 567 -0125 March 19, 2013 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores Village, Florida 33138 Attention: Reference: Mr. Norman Bruhn Building Official AFR 0 1 2013 B Y: A EC)12,-(0(02- Goncalves Residence Alterations 9839 N.E. 13th Avenue Miami Shores, Florida Authorization for new Engineer of Record Fax: (305) 567 -0129 Francisco Cuello Jr. PE Inc., located at 147 Alhambra Circle, Suite 200, Coral Gables, Florida 33134, hereby authorizes Mr. Misael Rodriguez, P.E., PE 64050, to use our plans for the change of Engineer of Record. Francisco Cuello Jr. PE Inc. will be held harmless and released from any responsibility associated with this project. Any references to Francisco Cuello Jr. PE Inc. shall be permanently removed from the record of any documents relative to permitting or construction of said project. Any information or documents provided by this office will be for information purposes only and will not be warranted as factual by this office. Any development of said project following this statement, shall be the sole responsibility of the new Engineer of Record, and therefore, releases Francisco Cuello Jr. PE Inc. from any responsibility and liability relative to the Goncalves Residence Alterations. If you have above. Fra co C Sincer- President any questions please call our office at the numbers listed ea Q♦ ®e° v ALL O, ✓,���e�s • ••N •••'A #0 G b1 • - . ellot oP.E. EOM • Li; \ ©• FC /Ic /Goncalves F L o 4L e • Ss I oNP �` 18 loos% Miami Shores Village Building Department 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 MAR 1 3 2013 \__. FBC 20 ID. Permit No. Master Permit No. £C-.4-/2- 4-/ t 6 2 Permit Type: 'BUILDING j ROOFING JOB ADDRESS: c i E . 9 t / - 3 4 1 ,- /47/E City: Miami Shores County: Miami Dade Zip: 33 MB Folio/Parcel #: % /— 3 Z 0 • OO 9 - OSO 0 Is the Building Historically Designated: Yes NO %< Flood Zone: & VE " OWNER: Name (Fee Simple Titleholder): 3460 N 36 SD LLC Phone #: 305 . 733. 3418 Address: IS 3 ? NE / 34 L City: ' `ien./i c---)/ A..) State: Zip: 33'/ 9 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: f Gli CO M" 7 L v C If ®'v c-OF p • Phone #: ? . 5 36 • 38? 97 Address: 14 Y .3 5 5' City: 11/.)2.6 State: 37-- Zip: 53027 Qualifier Name: Phone #: . 53 6. 7 State Certification or Registration #: .4 G /„S® 762r / Certificate of Competency / #: Contact Phone #: RJR 5-36 . 38 5 7 Email Address: 1 -M t L 4 ":,?-9 4 o • G7 44 DESIGNER: Architect/Engineer: Phone #: ,vo Value of Work for this Permit: $ 9 00 = Square/Linear Footage of Work: Type of Work: OAddition UAlteration ONew (pair/Replace Description of Work: C' 7'7 41 WO 0 EMA-4 S VPpvK riot., 6 7).474 EP re) /lepi:,/ (5EE PE-T7 -iLi). Color thru tile: ODemolition ******** * * * * * * * * * * * * * * * * * * * * * * *• * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2 /2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) )2(„12-`((2 12c,dicor BOTH GREAT LEA- 00201' NG MING ROOM PTO MEP IANOS. FOR ALL ELECTRICAL AND Pu MBP410 -EXISTING AIC SYSTEM TO REMAIN ■ �- BOTTOM WOOD BEAM SUPPORTING CEILING 1 -11 . ? DAMAGED TO BE REPAIR, SEE DETAIL ON FA -7 WESTING GREA z J 0_ 0 O J LL 0 -p-� z 1= u) X W J 1- 0! 0. F.F.E. 7.89 N.O.Y . PAGE FA -6 OF SHEETS OCFWN BY 0.P Q EC9E 94 M.R DATE 10/01/12 JOB No. 012 -021 -2 FIELD ADVICES FOR: OSCAR & CATERINA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYmo07 MIAMI PNOPffP.RP'O SERVICES, MC. THESE OO IMENTS ARUM PROPEaTV OP MIAMI WVOINEERING SERVICES DS. ANT REPRODUCOON W11thOUT THE WIWI. CONSE fl OPMA3U P.NOINEPAWOSERVICES, INC ISPIl0t0OITED. 5665 WEST 20 AVE. 3315 HIALFAH, FL 33012 PHONE1 305 321 7694 CA 27354 mes@miamiesimoom ' hnplAnowAUniams.com .P- %" 0 THRU BOLT SPACED AS SHOWING rn C8x11.5 CHANNEL EXISTING WOOD BEAM TO BE REPAIR EXISTING 2x10 WOOD JOIST %" PJ THRU BOLT SPACED AS SHOWING C8x11.5 CHANNEL WOOD BEAM REPAIR TYPICAL DETAIL SCALE 1" =1.-0" PAGE FA -7 OF SHEETS DRAWN BY 0.P cHEt,E., Br. M.R DATE 10/01/12 JOB No. 012 -021 -2 FIELD ADVICES FOR: OSCAR & CATERINA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYRIGHT MIAMI FN0,Fan 0 SERVICES, INC. TH6EL000MINtS ARE THEPIIOIPBT00P MAW @YIWEQ0NO SERVICRPIC.MT REPROOIYTION WITHOUT ME WRTTENCDNSENT OFAHANIPNGINEMUHOSERVKPS, NCISPRmHmIID. 5665 WEST 20 AVE,# 315 HIALFAH, FL 33012 PHONE: 30.5 321 7654 CA 27354 mes@nairuniesincsom http://www.miraniesincsom FIRMACE 0 T - 9 lir DOSING MIND ROOM -RFER TO MEP DINGS. FOR ALL ELECTRICAL MD PLUMBING INFO aasnraa AfC MEM TO REMAIN OTTOM WOOD BEAM SUPPORTING CEILING DAMAGED TO BE REPAIR, SEE DETAIL ON FA-7 EMSTING ATOM 40— F.F.E. 79 PU1V.D. z 0_ 0 0 u_ 0 0 z 1- w PA9E FA-6 O 51-IEETS ORAVAI 6,1 C.P 8,1 11"1.R cwra 10/01/12 408 Na. 012-021-2 FIELD ADVICES FOR: OSCAR & CATERINA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYRICEHT MAW PN011.111UNO SERVICE?, PG TIOISEDOCLIMENIS THEPROMMTV OP MIAMI 1.01NEEPING FORUMS-MC..1' REPRODUCTION IVITHOUr TriE W8171. CONSENT OF MIAN1112.0.211.3 MRVICIFS. Pr IS PROMEIM. 5665 WEST 20 AVE, # 315 H1ALFAH, FL 33012 PHONE, 306 321 7694 CA 27354 IIICS(00.1Mttitsine.COM h0pilh.M.MiOltliGSI6C.COM 3/" 0 THRU BOLT SPACED AS SHOWING N C8x11.5 CHANNEL EXISTING WOOD BEAM TO BE REPAIR EXISTING 2x10 WOOD JOIST X" 0 THRU BOLT SPACED AS SHOWING C8x11.5 CHANNEL WOOD BEAM REPAIR TYPICAL DETAIL SCALE 1" =1.-0" PEE FA -7 OF 51-IEETS DRAWN 5Y 0.12 O-LCEJ 5V M.R OATS 10/01/12 .los No 012 -021 -2 FIELD ADVICES FOR: OSCAR & CATERINA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYWOHTMIAMI0 555551 NO SERVICES, PG THESEOOCUMENISARE7HEPROPPR7V OF MIAMI 000NFESNOSFRVICK INC. ANY Sp.RppUCHON WI1H0U70IIE WItrITE.1555147 OFMWA 5.151. tNO*SVICL'S,NC IS 555505151 5665 WEST 20 AVF, # 315 HIALFAH, F1.33012 PHONE: 305 321 7094 1Ww//www m .corn Rick Scott Governor May 14, 2012 Enrique Duplat 20900 NE 30 Ave Miami, FL 33180 RE: Contingency Letter Application Document No: API071633 Centrax Permit Number: 13-SC- 1409195 OSTDS Number: 9839 NE 13 Ave Miami, FL 33138 HAY M7 2 j Steven L - . s, M.D., .Sc. e2 Interim State Surgeon General ....... -o oo_oo Lot:5 Block: 1 Subdivision: Earleton Shores Dear Applicant: This will acknowledge receipt of an application dated 05/10/2012 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (interior remodeling). If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: r�. Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 . http: / /www.MyFloridAEH.com R oo T S UST OF ARCHITECTURAL RESPONSES TO PLAN REVIEW COMMENTS NOTE: REFER TO UST OF STRUCTURAL RESPONSES FOR ALL COMMENTS RELATED TO STRUCTURE Permit Number :12 -662 RESIDENTIAL PROJECT FOR BAGON 3850 LLC (GONCALVES RESIDENCE} ADDRESS: 9839 NE 13th Avenue Miami Shores Florida 33138 FOUO No.: 11-3205-009-0500 Date: May 11, 2012 Attention: Mr. Norman Bruhn, CBO DIVISION REVIEW DATE DIVISION SYMBOL ITEM NUMBER REVIEWER REVIEW COMMENT RESPONSES -REVISIONS SHEET REVISION No. DATE BUILDING - BUILDING CRITIQUE SHEET 4/24/2012 B 1 NORMAN BRUHN CBO PROVIDE APPROVAL FROM MIAMI DADE COUNTY HEALTH DEPARTMENT (DOH/HRS} BY GENERAL CONTRACTOR / OWNER -REFER TO RE- SUBMITTAL DOCUMENTS N/A B 2 NORMAN BRUHN CBO PROVIDE RECEIPT FROM MIAMI DADE COUNTY PLANNING AND ZONING FOR IMPACT FEES BY GENERAL CONTRACTOR / OWNER - REFER TO RE- SUBMITTAL DOCUMENTS N/A II 3 NORMAN BRUHN CBO THE SUBSTANTIAL. IMPROVEMENT FORM LS INCOMPLETE; PROVIDE A COPY OF THE CONTRACT WITH A DETAILED LIST OF MATERIALS BY GENERAL CONTRACTOR / OWNER - REFER TO RE- SUBMITTAL DOCUMENTS N/A B 4 NORMAN BRUHN CBO PROVIDE AU. PERMIT APPUCATIONS PRIOR TO ANY FURTHER REVIEW - THIS INCLUDES ALL MEPs AS WELL AS PATIO/TERRACE, ROOF, POOL, FENCE/WALL ETC. BY GENERAL CONTRACTOR / OWNER - REFER TO RE- SUBMITTAL DOCUMENTS id/A 8 5 NORMAN BRUHN CBO THE PLANS ARE DESIGNED UNDER THE WRONG CODE. THE 2010 FLORIDA BUILDING CODE 15 IN EFFECT AND AU. REFERENCE DOCUMENTS THIS INCLUDE ASCE 7 -10. REFER TO REVISION 1 ON SHEET A110 TO "FRC 2010°. THE PLANS HAVE BEEN REVISED TO REFLECT THE CURRENT 2010 FLORIDA BUILDING CODE AND AWE 7 -10 A110 1 4/30/2012 B 6 NORMAN BRUHN CBO GENERAL NOTES REFERTO CTY OF MIAMI R TS0 REVISION 1 ON SIB3 T A1D1 TO aCTiY OF MIAMI A101 1 4/30/2012 B 7 NORMAN BRUHN CBO PROVIDE A SURVEY LESS THAN 7 YEARS OLD. PROVIDE AN ELEVATION CERTIFICATE BY GENERAL CONTRACTOR /OWNER - REFER TO RE- SUBMITTAL DOCUMENTS N/A 8 8 NORMAN BRUHN COO THE PLANS MUST SHOW THE WINO LOAD DESIGN CRITERIA REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS REFER TO UST OF STRUCTURAL RESPONSESFOR SHEET LOCATION 8 9 NORMAN BRUHN C130 PROVIDE A SPECIAL INSPECTION FORM FOR THE PILINGS BY GEOTfCHNtCAL ENGINEER / OWNER - REFER TO 8E- SUBMnTAi. DOCUMENTS NIA B 10 NORMAN BRUHN LBO A COLUMNS MUST BE LABELED AS TO THE COWMN SCHEDULE LL REFER TO STRUCTURAL DRAWINGS REFER LISTOF STRUCTURAL RESPONSSEE S FOR SHEET LOCATION B 31 NORMAN BRUHN CBO IDENTIFY THE INTERIOR BEARING WALLS AND PROVIDE A SHORING PLAN FOR ANY WALLS BEING REMOVED REFER TO STRUCTURAL DRAWINGS REFER TO LUST OF STRUCTURAL RESPONSES FOR SHEET LOCATION 8 12 NORMAN BRUHN C80 PROVIDE ALL PRODUCT APPROVALS FOR THE ALTERED /MEW WINDOWS AND DOORS THAT HAVE BEEN REVIEWED AND SIGNED APPROVED BY THE DESIGNER Of RECORD. BY GENERAL CONTRACTOR / WINDOW MANUFACTURER /OWNER - REFER TO RE- SUBMITTAL. DOCUMENTS N/A B 13 NORMAN BRUHN CEO THE PLANS INCLUDE THE FOUNDATION AND STRUCTURE FOR THE P001. BUT DO NOT INCLUDE THE P001. WORK. PROVIDE A SEPARATE PERMIT FOR THE POOL INCLUDING THE STRUCTURE THE PLANS HAVE BEEN REVISED TO REMOVE THE PAL - POOL WILL BE UNDER SEPARATE PERMIT. A801 1 4/30/2032 STRUCTURE - STRUCTURAL CRITIQUE SHEET 4/30/2012 5 1 N/A PROVIDE A LEGEND OF HATCHES USED ON A203 REFER TO REVISION 1 ON SHEET A203 TO NOTE REVISED "REFER TO STRUCTURAL PLANS FOR STRUCTURAL DETAILS OF R$FROFRTED EXISTING AND NEW STRUCTURAL COMPONENTS' - REFER TO REVISED S- 1 -S-1A A203 1 4/30(2012 FOR ALL OTHER STRUCTURAL RESPONSES TO REVIEW COMMENTS PLEASE REFER TO UST OF STRUCTURAL RESPONSES FOR EXACT DESCRIPTION AND SHEET LOCATION \1.i..,,\ , vim 11 LOC477O# M4P Scale: 1° = 120' . s Cu d.E.— - — -13Th, — - A-V €NUE 93.49' 10 94.43' 93.49' 93.49'. 93.49' 7 93.49' 93.49' 6 93.49' 93.49' 4 93.49' BISCAYNE BAY 14W DESCk1P77ON FOLIO: 11-3205-009-0500 LOT 5, BLOCK 4, °EARLETON SHORES °, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, AT PAGE 80, OF THE PUBLIC RECORDS, OF MIAMI -DADE COUNTY, FLORIDA. PkOPEfTt74DOPESs 9839 N.E. 13th AVENUE, MIAMI, FLORIDA 33138 FLOOD ZONE: °VE° COMMUNITY: 120652 DATE OF FIRM: 09-11 -2009 SUFFIX: L qt./VI-RN NOTES 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL. 7) FENCE OWNERSHIP NOT DETERMINED. 8) BEARINGS REFERENCED TO LINE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 11) NOT VALID UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. 14) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIES NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16) BENCHMARK: B-62 ELEVATION: 8.66 FEET LOCATION: N.E. 96th STREET & N.E. 10th AVENUE. PANEL 0306 ELEVATION: 11.00 FEET CEkT /F /04770M SURVEYOR'S CERTIFICATION: I HEREBY CERT SURVEY" IS A TRUE AND CORRECT ' _' RESE PREPARED UNDER MY a 1RECTION.,' BS C TECHNICAL STAN A 1i S, AS SET, OF PROFESSION :/ S,. ' VEYORS ADMINISTRA f` E PURSU SIGNE MIG NOT VAUD W ELECTRONIC S THE ORIGINAL FY TFIAT THIS "BOUNDARY ATION OF A SURVEY PLIES WITH THE MINIMUM THE STATE OF FLORIDA BOARD ER IN CHAPTER 61G17-6, FLORIDA ON 472.027, FLORIDA STATUTES. AN AUTHENTIC ELEC AND /OR THIS MAP IS N SED SEAL OF A UCENSE FOR THE FIRM M. No. 5101 -STATE OF FLORIDA IC SIGNATURE AND AUTHENTICATED AUD WITHOUT THE SIGNATURE AND RVEYOR AND MAPPER. Cf,eT7f T Bagon 3850 LLC 48,M7/07712/147 ANDLgEND. SWK =DENOTES SIDEWALK A/C = DENOTES AIR CONDITIONING UNIT CONC. =DENOTES CONCRETE (M) =DENOTES MEASURE (R) =DENOTES RECORD R/W =DENOTES RIGHT - OF- WAY =DENOTES CENTERUNE U.E. =DENOTES UTILITY EASEMENT P.B. =DENOTES PLAT BOOK PG. =DENOTES PAGE = DENOTES WATER METER r-a = DENOTES WOOD POWER POLE —6— - DENOTES WOOD FENCE =DENOTES CHAIN LINK FENCE -o=DENOTES IRON FENCE —OH-- = DENOTES OVERHEAD WIRES 0 = DENOTES FOUND IRON PIPE (NO ID.) Q =DENOTES FOUND NAIL AND DISC Field Date of Survey: October 25, 2011 ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. ff4 ftZ ESP/470S4 1,410 SAVE OW 4V PROFESSIONAL SURVEYOR AND MAPPER 10665 S.W. 190th STREET, SUITE 3210, MIAMI, FLORIDA 33157 PHONE: (305) 262 -2992 FAX: (305) 971 -8383 $061O4AY s6fPVff L.B. No. 6463 DATE: 10/27/2011 DRAWN BY: M.U. SCALE: INDICATED JOB No. S-9755 Found Nail 66.62' IMP Of SAW Scale: 1° = 25' " EARLETON SHORES " N I- 2' xn. Line Wood Pole 1 1 1 Found 1/2° Re-bar No Id. P.B. 43 - PG. 80 Lot 6 - Block 4 Found Drill Hol Lry cV 0 O Ln N 0o 0 00 r.4 0 0 IX) 1- STORY - BUILDING Residence No: 9839 F.F. Elev. 7.69 feet 29.75' 1212.70'': Bo 0 00 z r 2 0 0 1-- Found 1/2° Re-bar No Id. O O m O " EARLETON SHORES " Found /''DrHole Ill o O BISCAYNE BAY P.B. 43 - PG. 80 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use :. Al. Building Owner's Name BAGON 3850 LLC Policy Number A2. Building. Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9839 NE 13 AVENUE Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 5 BLOCK 4 P.B. 43 PG. 80 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 °51'58" Long. 80 °10'17" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 3452 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 14 c) Total net area of flood openings in A8.b 2040 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 572 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B 1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C / 0306 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 9/11/2009 9/11/2009 VE 11 B1 0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0 FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B1 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized B-62 Vertical Datum N.G.V.D.1929 Conversion /Comments NONE a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.60 b) Top of the next higher floor 7.69 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) 4.65 e) Lowest elevation of machinery or equipment servicing the building 5.11 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.50 g) Highest adjacent (finished) grade next to building (HAG) 4.60 h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA. structural support Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001: ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? 181 Yes ❑ No Certifier's Name MIGUEL ESPINOSA License Number 5101 Title P.S.M. Address Signaiur Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. FEMA Form 81 -31, Mar 09 Date 10 -25 -2011 City MIAMI State FL Telephone 305 - 262 -2992 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9839 NE 13TH AVENUE For Insurance Company Use: Policy Number City MIAMI SHORESState FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments HIGHEST CROWN OF ROAD = 4.14 LATITUDE/LONGITUDE PER GOOGLE ATTACHMENTS = B ILDING PICTURES C2e = A/C UNIT e Signature Date 10 -25 -2011 ■■ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑.meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions A M MRWL a, WY 1 7 2u i2 BY:... __ae_o_s_oa00000 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Go-clew 3 3 59 L.L ?. to perform special inspector services under theeloridp Building Code at the 9 2 39 Nil 13 1'$V V. project on the below listed structures as of /'1 / Z- (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: a SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ 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 f lowing individual(s) employed by this firm or me are authorized representatives o perform inspection * 1. r'c \ P�.�,. , 'Y E. 2. 9. *Ns.. Q' G oLe ("v 3. 6*✓0,(3.e. C o+s,t4• 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 'udgment those portions of the project outlined above meet the intent of the Florida Building Code and are in sustai1 ai acco ance with the approved plans. igned and Baled Engineer!Arc ° ct Name %.1` .t��. t' r� Created on 6/10/2009 (PRINT) -3 t �^ Address 7 Y SD 6c: r*FiF: NI QA *Igo . 12 Phone No. 951 ° 4" 61% S .i • Submittal Transmittal ROOTS DNA Project Goncalves Residence Project No. 2011 - 11-0800 Contractor NCR Construction Corp 14835 SW 54th Street 'Mirdo a , f'iotida 33027 Phone No. G.C. Phone: 954 -536 -3897 Submittal No. N/A Date May 16, 2012 Substitution Previously Approved 0 Substitution Approval Date COMMENTS, NOTES, EXCEPTIONS Comments: Product reviewed and approved for general conformance with design concept as expressed in the Construction Documents Product: Garage Doors "Hurricane Masters" with NOA No. 11- 0119.21 by DAB Garage Door Systems (DAB Doors Inc.) SUBMITTAL REVIEW A ► tt NO EXCEPTION TAKEN No further review of Submittal required. B 0' MAKE CORRECTIONS AS NOTED Incorporate corrections in work: resubmittal is not required. If Contractor cannot comply with corrections as noted, revise to respond to exceptions and resubmit. C 0 REVISE AND RESUBMIT Revise as noted, and resubmit for further review. D ❑ RESUBMIT PROPERLY Submittal not reviewed because it does not contain Contractor's signature indicating its review and approval, and/or is not in proper condition for review. Resubmit. E NOT REVIEWED Submittal is not required by Contract Documents. RooTS DNA(°Architecr) has reviewed this Submittal, but only for the limited purpose of checking for general conformance with the visual and aesthetic design concept as expressed in the Contract Documents. Architects action on a specific Item shall not Indicate approval of an assembly of which the item Is a component, nor of an item as delivered and Installed if it does not conform to the Contract Documents. Contractor, not Architect, Is responsible for checking for any deviations between this Submittal and dHrering Information or conditions In the Contract Documents and field conditions; for determining or substantiating the accuracy and completeness of other details such as confirming dimensions and quantities; for substantiating instructions for Installation or performance of equipment or systems designed by Contractor; for construction means, methods, techniques, schedules, sequences procedures and fabrication processes; for errors and omissions In Submittals; for coordination of the Work of the trades and for safety precautions and performing the work in a safe and satisfactory manner and In conformance with all requirements of the Contract Documents. Notwithstanding any claim of authorship and/or Ownership by Contractor or others In this Submittal, Contractor's preparation of this Submittal and/or Architects action on this Submittal in no way divests Architect or others of any rights, inching but not limited to, owmnership and copyrights embodied in the Submittal. No Submittal shall be used as a substitute for requests or approvals of changes or substitutions, or of other procedures required by the Contract Documents. Contractor shall notify Architect immediately of any Intent to make any claim based on this Submittal or notations thereon. If more than one submittal review stamp appears on the Submittal, the most stringent action and notations thereon shall apply. Signature an a submittal review stamp by the Azdatest ar acnnsuttas tdeas net knply that it has reviewed work not within its professional discipline or scope of services. RooTS DNA By Claudio Salazar Date NMay 16, 2012 Protect No. 2011 -11 -0800 Sub 0 N/A RooTS DNA, PA 79 SW 12 Street 03507 Miami, Florida 33130 954.234.1284 BUILDING ;15 ;NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AN1D CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street. Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade:gov/building DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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: 9' -4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may 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 NQA renews NOA # 09- 0128.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 11-0119.21 Expiration Date:. August 9, 2016 Approval Date: March 31, 2011 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door ", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahinad, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09- 0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 09- 0128.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G -40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS "Submitted under NOA # 09- 0128.04" 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11- 0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E -1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO -C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self- Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest, issued by Al- Farooq Corporation, dated 09/09/10, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0128.04, issued to DAB Door Company, Inc, approved on 03/18/09 and expiring on 08/09/11. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 11- 0119.21 Expiration Date: August 9, 2016 Approval Date: March 31, 2011 E -2 DOOR HEIGHT CONSISTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6' -9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" — 7' -3" — — 7' -6" 5 SECTIONS 18" — 7' -9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8' -9" 5 SECTIONS 21" — 9' 6 SECTIONS 18" — 9' -3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18° 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10' -3" 1 SECTION 18° 5 SECTIONS 21" 10' -6" 6 SECTIONS 21° — 10' -9" 6 SECTIONS 18" 1 SECTION 21° 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" — 12' -6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18° 5 SECTIONS 21" 13' -6" 2 SECTIONS 18" 6 SECTIONS 21" 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" — 14' -3" 6 SECTIONS 18" 3 SECTIONS 21" 14' -6" 5 SECTIONS 18" 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6" 1 SECTION 18" 8 SECTIONS 21" 15' -9" 9 SECTIONS 21" — 16' 6 SECTIONS 18" 4 SECTIONS 21" 7 -1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6) # 14 X 5/8" SMS .071" X 7 -1/2" GALV. STEEL CENTER W/ (4) #14 HINGE X 1/2" SMS B TOP FIXTURE 5 -1/2" X 2 -3/4" X 0.1" STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT [- FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILE LOCK 2/ DOOR 1" W X .15" THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. /8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK. ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE �-- A / OPTIONAL VENT (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 50. IN. / / / / \ \ / = L..A - COLONIAL DESIGN MAX. DOOR WIDTH 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS, AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT TEN SECTIONS DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr. JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 PRODUCT RENEWIED as complyins wain 1ibie. Nadine Colo Ageoptace No "�} / A a • ft 4( " it fa 0 1 1 00 N O M SECTIONAL GARAGE DOOR U Z N O OD O M 41 M Q J LL- _ I- cn Dow 0)0 Z = LO < J N 5_ } N 0 tn c a 0 U tll v 0 0 0 0 a W `p0 UPDATED FOR 2004 FBC 2 0 0 U uJ a UPDATED FOR 2007 FBC d 0 'O 0 O 0 0 0 0 co O co N 0 co fV O U 0 W, 0 0 0 0 0 in x .c iL ( } drawing no. 01 -09 (sheet 1 of 5 \ \ / / '1 \/ \ / \ / - -- / \ l \i \ / \ / \ / \ / \ i< \ / .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 6" X 3" X 0.1" STEEL PLATE WITH (2) #14 X 5/8" SMS CENTER STILE OUTSIDE HANDLE BRACKET STD. LIFT DOOR END STILE BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK. ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE OPTIONAL DOOR VIEWER TO BE INSTALLED AT CENTER STILE �-- A / OPTIONAL VENT (3) 5" WIDE AT 7" 0.C. MAX. OPENING AREA NOT TO EXCEED 120 50. IN. / / / / \ \ / = L..A - COLONIAL DESIGN MAX. DOOR WIDTH 9' -4" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS, AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. FIVE SECTIONS DOOR 16' -0" DOOR HEIGHT TEN SECTIONS DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' —O" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr. JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 PRODUCT RENEWIED as complyins wain 1ibie. Nadine Colo Ageoptace No "�} / A a • ft 4( " it fa 0 1 1 00 N O M SECTIONAL GARAGE DOOR U Z N O OD O M 41 M Q J LL- _ I- cn Dow 0)0 Z = LO < J N 5_ } N 0 tn c a 0 U tll v 0 0 0 0 a W `p0 UPDATED FOR 2004 FBC 2 0 0 U uJ a UPDATED FOR 2007 FBC d 0 'O 0 O 0 0 0 0 co O co N 0 co fV O U 0 W, 0 0 0 0 0 in x .c iL ( } drawing no. 01 -09 (sheet 1 of 5 24 GA. STEEL PANEL 3/16" ALUM RIVETS FLAPS BENT OVER PANEL .024" STL. PANEL 1/2" PUNCHED HOLES 0 4" 0.C. OUTSIDE OF 000 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -5/8" LAG SCREW (FULLY THREADED) ONE PER BRACKET FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL END STILE OPTIONAL STOP MOULDING BY DOOR INSTALLER SOUTHERN PINE _ 0.55 S.G. DIST #14 X 5/8" SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" 0.C. 3/4" X 2" X 2-1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE ANCHORS: A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2" MIN. EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HLC SLEEVE BY 'HILTI' 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK 1 -7/8" X 2 -5/8" X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. POP RIVETS #14 X 5/8" S.M.S. 4/ HINGE 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4 -20 SS BOLT & NUT 2-1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 7-1/2" X .050" GALV. STEEL CENTER HINGE SECTION B -B 1.82" DIA. X .50" NYLON /STEEL ROLLERS W/ .44 DIA. X 4-1/4" STEM INTERIOR SIDE drawing no. 01 -09 SEP 14 20th . 2" POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL /TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED GLUED TO PANEL AND FASTENED VERTICAL STILES WITH (2) 3/16" POP RIVETS STEEL TO 5 /16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATE S WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE TO TRAC K WITH (4) 1/4-20 SS. BOLT & NUT HORIZ. TRACK SUPPORT, CENTER SUPPORT READ. ON DOORS EXfEEDING 8 FT. IN HEIGHT II II A �S �� _ IZ. TRACK LENGTH =. OPENING HEIGHT PLUS 12" 2" X 5 -1/2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .059" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 18" OR 21" SECTION A -A 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY 'DYPLAST RODUCTS LLC' EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR IS0 -25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07- 0301.10 OR BY 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07- 1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MN. YIELD STRENGTH = 34 KS' WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. ® 48" 0.C. AND RUBBER WEATHERSTRIPPING W 2 O 2 2 a 0 W x ce O O D T 4' ! 14 GA. GALV. STEEL TRACK M B 2 X 2 X 1/8" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" 0.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2 -1/8" X 1" X .080" SECTION A -A 14.9 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3R0 4TH 5TH B1 82 B3 B4 B5 B6 87 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21" 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -6" 18" 18" 18" 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11-3/4" 23" 34" 45" 56" 67° 78-1/4" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16° HIGH CONNECTED TO TRACK WITH ) 1/4" BOLTS & NUTS. N 11 TRACK CONFIGURATION VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AVAILABLE TRACK OPTIONS Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCT RENEWED • as complying with two NW* Dadding Cede Ito fl'" / /`I _ 2/ iJJdt. * FAX. (305) 262 -6978 8 cv N 0 GARAGE \ 01 - 09 DAB SECTIONAL GARAGE DOOR CO 0 LJ M Q z I-- to a0 w U) 0,0 0.36 o o m cD J 0 - v (NI to TEL. (305) 556 - ) revisions: c 0 0. 0 N a) NO CHANGE THIS SHEET ANCHOR SPACING REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC .0 0 M O N 0 0 0 O ai 0 O '0 O N N O m O N N 0 sg to 0 0 0 0 C a drawing no. 01 -09 sheet 3 . of 5 WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" 0.C. INTO BLOCK WALL, WITH 2 -1/4" MIN. EMBED 16" 0.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MIN. EMBED 2 -1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14" 0.C. INTO BLOCK WALL, WITH 1 -1/2" MIN. EMBED 16° 0.C. INTO 3000 PS CONCRETE, WITH 1 -3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 24" 0.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2" MIN. EMBED 2" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILT'' WITH SPACING OF 17" 0.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 18" 0.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2 -1/2° MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/16" X 1 -5/8" LAG SCREWS AT 12" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/16" DIA. BOLTS — WITH WASHER & NUT AT 12" O.C. MAX. 1 -1/2" 1 -1/4" X 2 -1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILT'' CONC. 1 -1/4" 8" 1 -5/8" 3/8" HLC SLEEVE BY 'HILT!' FILLED BLOCK 1-1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1 -1/2" 8" 2" 3/8" DYNABOLT BY 'ITW' FILLED BLOCK 1-1/2" 8" 3 -3/4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 1 -7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8" 1 -7/8" EDGE DIST. CONCRETE f'c = 3000 PS1 MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. FLAT BRACKETS t3" LONG AT 12" 0.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE 1 -1/2" 2 -1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr: JAVA!) AHMAD CIVIL FLA. PE # 70592 CAN. 3538 P*oDUCT SENEWO as aaayl7ing walks Italia RNs /t - ) 2.J 104.91i 0 2 I A 0 0 FAX. (305) 262 -6978 0 0 1) SECTIONAL GARAGE DOOR ( O M W M Q J U =� Z Vi 00 w o O)0 Oz� o 0 cm La < N 4 C 0 ID TEL. (305) 556 - in c • '5 c 0 ;. o. L 0 N NO CHANGE THIS SHEET ANCHOR SPACING REV. REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC T D d 0 0 N 0 o cci O 0 CO N 0 co N N 0 U 0 0 0 0 .0 4, drawing no. 01 -09 sheet 4 of 5 F WINDOW HEIGH a 0 J ce 0 w X w DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER 11, II II II11 1111 Ij11 I I I 1 III vt 1 1 1 I I 1 I 1 1 / t I I I I 1111 I I 1111 IIII 1111 1111 1 I II II 1111 111 #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" 0.C. MAX. (4) #8 X 3/4" SMS O 1 -3/8" FROM ENDS AND 6-1/2" 0.C. MAX. .175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1 -3/8" FROM ENDS AND 6-1/2" 0.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS 3/8" FROM ENDS AND 4-1/2" 0.C. MAX. DOOR PANEL 24 GA. (.024) STEEL MIN. WDW. HEIGH co 0 * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE 0 J 0 21 3/4" MAX. WDW. WIDTH 18 1/8" MAX' • D.L.O. 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION I -{ .250 1.725 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS .175 X .062 DEEP GROOVE 15/16" MIN. GLAZING BITE EXTERIOR D.L OPG. WINDOW WIDTH Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCT RENEWS* siasmilyieguitithelnarbil No o °dl 7 2 SECTIONAL GARAGE DOOR CO 0 Li M < • v= ~z (n0)0 O 3(1 O z= Nw J Q CI CV TEL. (305) 556 - 6624 N c 0 N .5 V c O r a. U N •0 0 NO CHANGE THIS SHEET ANCHOR SPACING REV. PER BCCO COMMENTS UPDATED FOR 2007 FBC w 0 '0 N O 0 t0 0 au N O 0 N 0 m U 0 W' 0 a O '00 0 drawing no. 01 -09 sheet 5 of 5 GONCALVES RESIDENCE 3cgIId ecri FAY 2"'Z eT -�� "- 9839 NE 13th Ave MIAMI SHORES, FL STRUCTURAL CALCULATIONS Francisco Cuello Jr P.E., Inc. Consulting Structural Engineer 147 ALHAMBRA CIRCLE SUITE 200 CORAL GABLES, FL 33134 305.567.0125 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 4 JOB 'SHEET NO. '4 OF ID,A CALCULATED BY DATE SCALE t .6' G=3 '2 4 L o ,w . °or ' . cat) a,to LA.)-0 �o+�,. of -o x 5/4. S -c►Ib• � x o, d�¢I0aF a dr 565). Hey = der F o n NESS CUSTM MI'"printing service 14190.4W-6327 NEBS. Inc. PelerLx•rough. NH 03458 wv+w.neas.com 60,064,41P--- DZd • Fief. No: G 1432907 Francisco Guilt() Jr PE, Inc Title : Engineer. Project Desc.: Concrete Beam Lic. # : KW- 06006224 Job # Printed: 10 MAY 2012, 5:28PM F1i e: C:ttlsers\ Francisco .CueBolDopunentslENERCALC Data FN3s\goncaAres.ec6 RCA14,-INC.19832011,1 1:6:124.24, Ver.6124;24 Description : GB- 1 /GB -2 Material Properties Licensee : FRANCISCO CUELLO JR, PE INC fc = fr= fct /2 *7.50 yf Density LtWt Factor Elastic Modulus = fy - Main Rebar = E - Main Rebar = 5.0 ksi d) Phi Values Flexure : 530.33 psi Shear : 145.0 pcf 1.0 3,122.0 ksi 60.0 ksi 29,000.0 ksi Number of Resisting Legs Per Stirrup = P1 Fy - Stirrups E - Stirrups = Stirrup Bar Size #= Load Combination 2006 IBC & ASCE 7 -05 D(0.07) 0.90 0.750 0.80 40.0 ksi 29,000.0 ksi # 3 2 am D(0.38) L(0.24 8" w x 24" h Span =23.50 ft Cross Section & Reinforcing Details Rectangular Section, Width = 8.0 in, Height = 24.0 in Span #1 Reinforcing.... 2-#6 at 3.0 in from Top, from 0.0 to 23.50 ft in this span Span #2 Reinforcing.... 2-#6 at 3.0 in from Top, from 0.0 to 23.50 ft in this span Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.070 k/ft, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.380, L = 0.240 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.271: 1 Section used for this span Typical Section Mu : Applied - 22.836 k -ft Mn * Phi : Allowable 84.281 k -ft Load Combination +1.40D Location of maximum on span 0.000ft Span # where maximum occurs Span # 2 Vertical Reactions - Unfactored • 8 "wx24 "h Span =13.50 ft 2-#6 at 4.0 in from Bottom, from 0.0 to 23.50 ft in this span 246 at 4.0 in from Bottom, from 0.0 to 23.50 ft in this span Service Toads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Deal in OK 0.005 in Ratio = 33983 -0.030 in Ratio = 9331 0.030 in Ratio = 9512 0.000 in Ratio = 999 <180 Load Combination Support 1 Support 2 Support 3 Overall MAXimum D Only L Only, LL Comb Run ( *L) L Only, LL Comb Run (L *) L Only, LL Comb Run (LL) D+L, LL Comb Run ( *L) D +L, LL Comb Run (L *) D+L, LL Comb Run (LL) Shear Stirrup Requirements 2.400 2.400 -0.085 -0.085 2.315 2.400 2.315 10.719 8.867 1.853 1.853 10.719 8.867 10.719 4.134 2.662 1.472 1.472 4.134 2.662 4.134 Entire Beam Span Length : Vu < PhiVc /2, Req'd Vs = Not Reqd, use stirrups spaced at Maximum Forces & Stresses for Load Combinations 0.000 in Francisco Cu'ello Jr PE, Inc Title : Engineer. Project Desc.: Concrete Beam Job # 34 Printed: 10 MAY 2012, 5:28PM File: C :ltkerslFrmtcisco Cue c DocumentslENERCALC Data Fli eslgonca1 s.ec6 WAD,. t ild;6.124.24,Ver.612.4.24 Lic. # : KW- 06006224 Licensee : FRANCISCO CUELLO JR, PE INC Description : Load Combination GB- 1 /GB -2 Location (ft) Segment Length Span # in Span Bending Stress Results (k -ft ) Mu : Max phi *Mnx Stress Ratio MAXimum BENDING Envelope Span #1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.84 84.28 0.27 +1.40D Span #1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.84 84.28 0.27 +1.20D+0.50Lr +1.60L +1.60H, LL Comb Span #1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.77 84.28 0.27 +1.20D+0.50Lr +1.60L +1.60H, LL Comb Span #1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50Lr +1.60L +1.601-1, LL Comb Span #1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.77 84.28 0.27 +1.20D +1.60L+0.50S +1.60H, LL Comb R Span #1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.77 84.28 0.27 +1.20D +1.60L+0.50S +1.60H, LL Comb R Span #1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D +1.60L+0.50S +1.60H, LL Comb R Span # 1 1 23.388 - 22.24 84.28 0.26 Span #2 2 23.500 - 22.77 84.28 0.27 +1.20D +1.60Lr+0.50L, LL Comb Run (* Span # 1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D +1.60Lr+0.50L, LL Comb Run (L Span # 1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D +1.60Lr+0.50L, LL Comb Run (L Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D +1.60Lr+0.80W, LL Comb Run (* Span # 1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D +1.60Lr+0.80W, LL Comb Run (L Span # 1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D +1.60Lr+0.80W, LL Comb Run (L Span #1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50L +1.60S, LL Comb Run ( *L Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D+0.50L +1.60S, LL Comb Run (L* Span # 1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50L +1.60S, LL Comb Run (LL Span #1 1 23.388 - 20.06 84.28 0.24 Span # 2 2 23.500 - 20.57 84.28 0.24 +1.20D +1.60S+0.80W Span #1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50Lr+0.50L +1.60W, LL Comb Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1,20D+0.50Lr+0.50L +1.60W, LL Comb Span # 1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50Lr+0.50L +1.60W, LL Comb Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D+0.50L+0.50S +1.60W, LL Comb F Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D+0.50L+0.505 +1.60W, LL Comb F Span #1 1 23.388 - 19.07 84.28 0.23 Francisco Cuello Jr PE, Inc Title : Engineer. Project Desc.: Concrete Beam Job # 44 Printed: 10 MAY 2012 5:28PM Fle: CAUserarancisco Cuelol ocumentstENERCALC Data Filestgoncalves.ec6 ENE) CALL, INC. 1983.2011, Bu*I:6.124.24, Vet`6.12.4.24 Lic. # KW- 06006224 Licensee : FRANCISCO CUELLO JR, PE INC Description : Load Combination GB- 1 /GB -2 Location (ft) Bending Stress Results (k -ft ) Segment Length Span # in Span Mu : Max Phi *Mnx Stress Ratio Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50L+0.50S +1.60W, LL Comb F Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D+0.50L+0.20S+E, LL Comb Run Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +1.20D+0.50L+0.20S+E, LL Comb Run Span #1 1 23.388 - 19.07 84.28 0.23 Span #2 2 23.500 - 19.57 84.28 0.23 +1.20D+0.50L+0.20S+E, LL Comb Run Span #1 1 23.388 - 20.06 84.28 0.24 Span #2 2 23.500 - 20.57 84.28 0.24 +0.90D +1.60W +1.60H Span #1 1 23.388 - 14.30 84.28 0.17 Span #2 2 23.500 - 14.68 84.28 0.17 +0.90D +E +1.60H Span #1 1 23.388 - 14.30 84.28 0.17 Span #2 2 23.500 - 14.68 84.28 017 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. Defl Location in Span Load Combination Max. " +" Defl Location in Span D +L, LL Comb Run (L *) 1 0.0296 10.575 D +L, LL Comb Run (L *) -0.0002 23.725 D +L, LL Comb Run (LL) 2 0.0089 7.875 D+L, LL Comb Run (L *) -0.0004 0.675 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span D Only 1 0.0296 10.575 D Only 2 0.0042 8.325 D +L, LL Comb Run ( *L) 1 0.0258 9.792 D+L, LL Comb Run ( *L) 2 0.0089 7.875 D+L, LL Comb Run (L *) 1 0.0296 10.575 D +L, LL Comb Run (L *) 2 0.0042 8.325 D +L, LL Comb Run (LL) 1 0.0258 9.792 D +L, LL Comb Run (LL) 2 0.0089 7.875 D Only 1 0.0296 10.575 D Only 2 0.0042 8.325 L Only, LL Comb Run ( *L) 1 0.0002 23.725 L Only, LL Comb Run ( *L) 2 0.0049 6.975 L Only, LL Comb Run (L *) 1 0.0000 0.000 L Only, LL Comb Run (L *) 2 0.0000 0.000 L Only, LL Comb Run (LL) 1 0.0002 23.725 L Only, LL Comb Run (LL) 2 0.0049 6.975 D +L, LL Comb Run ( *L) 1 0.0258 9.792 D +L, LL Comb Run ( *L) 2 0.0089 7.875 D+L, LL Comb Run (L *) 1 0.0296 10.575 D+L, LL Comb Run (L *) 2 0.0042 8.325 D+L, LL Comb Run (LL) 1 0.0258 9.792 D+L, LL Comb Run (LL) 2 0.0089 7.875 Max. Upward Defl Location in Span -0.0002 23.725 -0.0004 0.0000 0.0000 -0.0002 - 0.0004 0.0000 0.0000 -0.0002 -0.0004 -0.0042 0.0000 0.0000 0.0000 -0.0042 0.0000 0.0000 0.0000 -0.0002 -0.0004 0.0000 0.0000 1.125 0.000 0.000 23.725 1.125 0.000 0.000 23.725 1.125 13.708 0.000 0.000 0.000 13.708 0.000 0.000 0.000 23.725 1.125 0.000 0.000 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer JOB SHEET NO. OA OF CALCULATED BY DATE SCALE fi iiJ. s 14,b 14M Lk, 11— r� v c 614 wYr )0.4) -r C Coe a ms x 1.1) : 0. 24 r`dP 5.4- tL S' /y MsA e 14 le4 % 9.1 a „, 2.►. 10 l ti at 3 +A, s 0. 4 .rr,l, hdo /, (g41- apt) A x=012 , VIZ Sui00 • S 44142 C Aau-r7 yr Ala g- »i 4.43oet& iittenn 04 b' !� ��na'r - Pr MO 44- t = t h 3 < #. Max Sf c. pJC + lGg3 /�93 f 2. �Gi N©s • Re[ +tier Frwn NEBS CUSTt- M "printing service 1- 80666 -6327 NE 's. Inc. Pelerbxough. NH O3a52 www.neba rn Ret. Noy G 14324Q7- FRANCISCO CUELLO JR.,P.E.,INC. 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" " OF CALCULATED BY DATE SCALE _f - 39• 3 - /•OS 'r'O• /$ ✓ ^-440.5 psi- ") : 3943 Cta.g5 tO. /b) s # RIF 39,43 (/•3 - o - /I) -SS. 4 Pdf s f ' PsP 4 4.311 k 7 d~ 3o sr. 40,66 s Ise 4-to 34. 3 �a_ 9 o /21) s .* 12. 6 PSI4 5 39.N3 (/.2 - o. /� - -5 -44 Psr- +f, _ 7, 4- it 2.c. /ova G► .64066 D0-•2 oL».Ju p % 24 Ps's 39. (- /. 25 - o. /es) s v C6. . 44 ese fr • 39. t 3 (f /./ 4 40-/I. ) s 4 .0. 5 PSP Re!xder From NESS C5JSV-IVI' "printing service 1 27 NEBS. Ire. Petertxxough. NH 03458 savaw.nebs.can Ref. Na: 0 1.13200 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 121.- el JoB 4av(ALVL-1. SHEET NO. la OF ioA. CALCULATED BY DATE SCALE too ; Roof. 6.5/z t dto, x 5D PzF s S88 Am /33 7a f#4 0-7a) x /22 . J4,117 a 1 /2 Me, ,c G - `S 4. JOB 33 m 3. Vt.-x/0' tj,, 0 I1,.�c•7c a.1 �a'-o x 0.7a 4.4. . $ 2 oP 1-4.4 47re0Gd : 2. 9'3 it Pe%.dsr From NEBS CUST°-111' "printing service 1.800- &8&-f.327 IVEaS. Irc. Pefaroorough. NH 03458 www.e•ns.cQm Fier. Nn: G 1s.2i■07• Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 .\\ sR54 Inspection Number: INSP- 189389 Permit Number: DS -4 -13 -781 Scheduled Inspection Date: May 01, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: A TEAM GENERAL CONTRACTORS GROUP INC Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (786)486 -5353 Building Department Comments DRIVEWAY INSTALLATION Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe"-4I3 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 30, 2013 For Inspections please call: (305)762 -4949 Page 12 of 25 PERMIT #I 4 1,_1,- al CONTRACTOR: A Team (OQ)t,UG e2t 1 Ci0v)-- SUBMITTAL DATE: ADDRESS: 9.gn �E 1 /� �A) NAME: RESUBMITAL DATES: PROJECT TYPE: `tompiq i*1— FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL Miami Shores Village Building Department 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 Permit Type: Electrical JOB ADDRESS: % !1 OF /3 4--do City: Miami Shores County: FBC 20 t APR 1 6 252 , 8 Y vo omooaa__ =_�omoo_m Permit No. 0 S 3 1 1 Master Permit No. Miami Dade Zip: -33/ 3 r Folio/Parcel #: Is the Building Historic Designated: Yes OWNER: Name (Fee Simple Titleholder): Address: F3-3 de-73 gat City: Tenant/Lessee Name: Phone #: Email: r• t yl' NO Flood Zone: Phone #: .3c7 =-).3, —3('19.4/ State: P Zip: 33 / CONTRACTOR: Company Name: Address: d% City: Qualifier Name: State Certification Contact Phone #: /2') ' Sta : �! Phone #: r Registration #: L l S % S ®O- Certificate of Co . e petency #: DESIA$c3 ^x ra G e.. }ng. fil tiF1� "i 1pl zoa • 1 rJuri Ei tc 1 s S .vE WI arnre0 mrrm3 aPA , aiir SI'Plc'Tb'f"iermi ype of Work ❑Address Description of Work: Zip: 317s c/$4; s • rte" Square/Linear Footage of Work: DAlteration DNew DRepair/Replace ,_ u) DDemolition ********* * * * * * * * * * * * * * * * * * * ** * * * * * * * ** *F ** * * * ** * * *** ** ** * * * * * * * * *** * * * * * * * * *** * * *** Submittal Fee $ Permit Fee $ /Sacs° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ )1 1 'SZ') Bonding Company's Name (if applicable) Bonding Company's Address City State 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 commencement must be posted at the job site for the first inspectio hich occurs seven (7) ays afier the building permit is issued. In the absence of such posted notice, the inspection will not b approved and a reinspecti fee will be charged. Signature The fore day of who wpigw a 0 by 71 0 M` e if e or who t ed before s produced As identification and w o did take an oath. NOTAR LIC: Sign: Print: My Comm on Expires: o, Signature The foregoin day of who APPROVED BY j.....",) ms 1 11 NOTARY P Co tra ent was acknowle , ged befo 11 20/9, by / o me or who has produc d twit Sign: Print: My Commission Expires: oath. BARBARA M DE LA PAZ N Lary Pu61lo - State of Florida My Comm. Expires May 31, 2018 •° Commission 0 EE 203790 J-di/(0, . 7 v e Plans Examiner 5//7/3 Zoning Structural Review Clerk (Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 189905 Permit Number: EL -4 -13 -831 Inspection Date: April 24, 2013 Inspector: Devaney, Michael Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project <NONE> Contractor: KINGWIRE ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Work Classification: Temp for Test Phone Number Parcel Number 1132050090500 Phone: (954)347 -0852 Building Department Comments 30 DAY TEMP FOR TEST Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Co ,. - i 1l FA- / ,,,,,- rx.. /7 A7/7/1-1" peifil --.47'9 lt6Y 43 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 April 24, 2013 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 APR Z013 Tel: (305) 795.2204 Fax: (305) 756.8972 OA' INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: t' $ 3y AJ- ' IVE City: Miami Shores County: FBC 20 1 Permit No. EU 3— ©al Master Permit No. P.0 - q - 1,2 - & Z. Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes ' NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 'i t`1 'SS Phone #: Address: (0 Ale 4 �:�f4 Z City: M Stater Zip: �� Tenant/Lessee /Name: / , %O�' Phone #: — 3V/-4/7g Email: 91 i /.4.- i � e / CONTRACTOR: Company Name: J//i)))2.e �Zu*t 77l0 C Phone #: 7421- ` 3 tA7 . r 6' .2' Address: . 2 / A/W . 8 G .41k# er City: ,t ?4 .c,//ar /41/A! '.i" State: 71 • Zip: 3 3 v 2 t,L Qualifier Name: v i' O Acs it- G S' Phone #: 7•114- 3 — b AP S" State Certification or Registration #: 7 a Certificate of Competency #: Contact Phone #:04- '(L 7— oe4$� 2 Email Address: T/s- P-vri.% DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ '":"\' ~ t Square/Linear Footage of Work: Type of Work: Address ❑Alteration New Description of Work: `i' re-MP g_. Mg 7 OR .epair/Replace ❑Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*********:*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ .ir', _., Permit Fee $ CCF $ Scanning Fee $ Radon Fee $ COICC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 c ed copy of the recorded notice of commencement must be posted at the job site for the first inspection •ch occurs seven (7) ays er the building permit is issued. In the absence of such posted notice, the inspection will not be 'proved and a reinspect' n fee ill be charged. Signs Contractor The foregoing ' r rr/ ent was abt 41 owledged before me this The foregoing instrument was acknowledged before me this CH day of QlLt L, 20 I D, by i+,.0 v ''21( rt., p opt "1 , day of 'AM- - ((.._ , 20''7 , by 'SC J U (3 ----63 who is personally known to me or who has produced L1 As identification and wIffli did r an oath. . %LMlS . NOTARY PUBLIC: Sign: r*'. co Print: O . ** vs a: NOTARY PUBLIC: who is personally known to me or who has produced as identification and who did take an oath. My Commission Expires: Sign: 9 o;` °a ' C Print: • 0 ` My Commission Expires: 0otfl 11►►t/01/4 l' 1 804, / .�. • �i .. X,d //.•. r"-► coiq 4'41/, 41`) n►►►ln n rituo ********************* **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Zigo X.•4 -P,R.- Plans Examiner Zoning Structural Review Clerk (Revised 3 /12 /2012)(Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) E MIAMI•DADE COUNTY Building 11805 SW 26th Street Miami, Florida 33175 -2474 786 -315 -2100 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE ELECTRICAL CATEGORY 26 miamidade.gov ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED OR CERTIFICATE OF OCCUPANCY OBTAINED. It is understood that the temporary electrical approval by the Miami-Dad Buil in Department is given in connection with the building being constructed under the Building Permit # y , and Electrical Permit# at address .4:1.417MURFM r�, �,,•t for owner: and is being given only for cons `� ction purposes or for testing the following equipment in said structure: The owner does hereby agree to assume the responsibility of maintaining the installation in such manner that there is no hazard to life or property. Such approval is in no event to be considered a RELEASE of said structure for the purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and /or a Certificate of Occupancy or Completion is obtained. The undersigned also understands that the temporary electric approval is subject to rescission and cancellation and electric power can be cut off at the discretion of the Building Official and will be disconnected if the building concerned is occupied before final inspections are approved and /or a Certificate of Occupancy or Completion is obtained. "/ Sets-0 (-[-_C I, E 41L P4 E( , being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained ap oval of final inspections and/or obtained a Certificate of Occupancy or Completio ote: Failure to compl ith the provisions of this affidavit will result n your berg una14J�' %1 ` i� future Te porary for Test permits � ,�``� nos �'''•,� e ... 03j04AJ��m� Signa Signature of Notary = -, Cor�f�'p`, ,, 0 °' IS My Commission Expires: ' 44 -°/.r "Kei/ 1, being duly sworn, depose and say that 1 am the Electric • :n..ict Sr.ftir the abov - described property and that the electrical installations as now existing will not create����u ' fp. &d if� tempor service is connected. ���``` s �fiyyl ,�,yj,u�+�``� 1112Wor.s. .ture of Electrical Contractor Signatu - of Notary = _, : Co '4 �'<O; �' _ My Commission Expires:a FF�.f..'®G� 6 .` I, , being first duly sworn, depose and say that I ani fi` Ii. 011h-4-tor of the above described property and that I will not permit occupancy of this building until% f Ay it�spection� have been called for by the contractors and sub - contractors concerned and final approval by th/''4} 61 @i tl, 1'ivision obtained and that I have the authority insofar as the owner of said property is concern - • ,,• • • hibitoaupa y uritt such final inspections are obtained and /or a Certificate of Occupancy or Completion s ir4, AI a Signature of My Commissi n Exp. e of Building tor Signature of Electrical Inspector 123_01 - 124 6/06 BARBA3A M DE _A PA Notary Pubu. - State of -oriia My Comm Ex,ureS Ma' ��^� ;16 Comms..,o Date: d cC' d d- �.G'�a Date released to FPL: -_ _,_ .OM..M DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487 -1395 - 1940 NORTH MONROE STREET - _ .. __ -FL 32399=0783 TORRES, JULIO KINGNIRE ELECTRIC INC 521 NW 86TH AVENUE PEMBROKE PINES FL 33024 Congratulations! With this roams you become one of the nearly One mild n Floriatrs Noosed by the Department of Business and Professional Regulation. Our professionals and busktesses range from arahiteds to yacht brokers, from - _ boxers to berme restaurants, and they keep ROiida's economy strong. Every day we work to improve the way we do business in aher to scene you bar, For information about our services, pose fog onto erawanyflorldalicense.com: _ There you can find more kemundion about our divkikins and the regulaftons that -- impact you, department n and team more about �$ Our mean attire Department ts license Etfictemiy, Rate Fairly. We constantly strive to serve you bier so that you can serve your customers. Thank you for doing business in Florida, and congrakdations on your new ffcen e! -_arAW AC# 6 `661p7-1117 )EP OF-: BUSINESS. -- wassx9mar. REG Exm003678 06/13/12 i1o404150 DETACH HERE -cERTJIMJ EEc TRIG L _ CT 2ORRES,: JULIO = ELE TRIO Inc = uS8er:•tbe 0 :twig: ;in of iSi. 489 Ps adat;; -mm 31;. 2014 w2061301053 is ooCiim ,SAS [tL. LIN C5:6P:R1f rfN L JEiv1A' 5 P EhT'16'1? cT ST&TfE.OF FLO IDA-. • • 8P - OF °SUS ANO PROFESSIONAL REGULATION imgcTxriwicommpToRslcspgpsxwiloARP SEcota20si.i0i0$3-: LICENSE NBR 416/1312012.' 1104O4 41: BC3;3O The.'- ELE[�r= y • y..e : f =_ Named :.below -: CF F ,-,- : j Under • the -- p i.si • of`=t is ex 489 FS Ettpiration date: -AUG 31, 2014f Pt l��'p'p �1-. �• /� •--its` h_.. =` TORRES \,Pt',i -'� -S 43 Pt KINGWIRI 521 EM .• 8 6TH ABENlE PEMBROKE PINES - 7- Additional Buell: a.lification 116 ®, Andr4ws Aver Rrn, X100, FL Laudordelet FL 33301.1805 — 9544314000 VALID ACTAARR 4, 2012 1114120uati OQpreMR R se, 2012 Business Name: KIIaGWIRE ELECTRIC INC Owner Name: JULIO TORRES Business Loon: 521 NW 86 AVE PEMBROKE PINES Business Phone: Rooms Seats BIllgc31ees 3 Receipt a18�Ec 23eik wArAlinsi Business Type: tem ELECTRICAL Business Opened:le /25/2007 State/CountylCertlReg:EC13 003 678 Exemption Code: Professionals For U ndhig Business Only Nuanber of Machines: I&. Tax Amount Transfer Fee NSF Fee Penalty ProrYears ' • Collection Cost _ Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT Thistax Is levied for the privilege of doing business within Brow and County and is non-regulatory in nature. You must meet all County and/or Munidpallty planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business Is legal or that it is In compliance with State or local laws and regulations. Miang Address: JULIO TORRES 521 NW 86 AVE PEMBROKE PINES, FL 33024 2012 - 2013 Receipt 8O1A -11- 00010806 Paid 09/06/2012 27.00 R R} • OP ID: TF .ACOR. EP A DATE (MMIDD/YYYY) 04 /08/13 THIS CERTIFICATE 15 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 policles may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Newman Insurance Agency, Inc. Fax, 5700 Stirling Road Hollywood, FL 33021- Jeffrey M. Newman CT T PAN). FAX (Arc, No): ADDRESS: PRODUCER KINGELE CUSTOMER ID 0: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Kingwire Electric Inc 521 NW 86 Ave Pembroke Pines, FL 33024 INSURER A: FUBA OCCUR INSURER B : Travelers Insurance Co INSURER C : 06/16/12 INSURER D : EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : PR ISES (EaENoccunance) 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POUCY NUMBER POLICY EFF IMMIDDIYYYY) POLICY EXP (MWDD/YYYY) LIMITS B GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY OCCUR �23 "IND -12 06/16/12 06116/13 EACH OCCURRENCE $ 1,000,000 X PR ISES (EaENoccunance) $ 100,000 CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE UMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 1,000,000 O- POLICY JET LOC $ AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIMB EXCESS UAB OCCUR CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' UABWTY ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A 10644057 04/01/13 04101/14 WC STATU- OTH- X TORY LIMITS ER E.L EACH ACCIDENT $ 100,000 E.L DISEASE - EA EMPLOYEE $ 100,000 below E.L DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Scbedute,11 more space Is required) Electrical Work within Buildings 1 Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ACCORDANCE WITH DATE POLICY PROVISIONS. WILL BE DELIVERED IN AUTHORIZED REPRESENTATIVE C14141111 J)Q.A0ThrOrl, ACORD 25 (2009/09) 61988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 188520 Permit Number: EL -4 -13 -660 Scheduled Inspection Date: May 06, 2013 Inspector: Devaney, Michael Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: MEGA ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (305) 828 -5205 Building Department Comments CHANGE SERVICE FOR OVERHEAD TO UNDERGROUND Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 6/6reoYz��� May 06, 2013 For Inspections please call: (305)762 -4949 Page 20 of 48 Miami Shores Village Building Department APB2o13 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 L`_ INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. �'�--1 3 -(d PERMIT APPLICATION Master Permit No. `— )Z CCZ FBC 20 VC) Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): 1.. -31) L Phone#: Address: p 4 23t, �t /344c/ City: kiwi wi 3' s State: Zip: 33r3 Z`7 Tenant/Lessee Name: Phone #: 3T E— 44Z o J Email: JOB ADDRESS: 8 y.3 £. 22 City: Miami Shores County: . Miami Dade Zip: 3345 45 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone #:.F5 -64 tL7 - 0 );) ,rte- " Z Address: 5-2 Ahd . 13 I)0X City: re. iv Ai/Lae //h/M---l" State: FG Qualifier Name: "1/4:74. L 0 /fit." -S° Phone #: ?,S -,a V 7—.0,6'5-2. State Certification or Registration #: G— l3 (=> b 3 470 Certificate of Competency #: Contact Phone#: 7S lG — 3 yL7 - a 8 6- )— Email Address: L r? A3FQ S o"7 A/ 7 DESIGNER: Architect/Engineer: Phone #: Zip: 3 3 o 2• tl Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress UAlteration ONew ORepair/Replace ODemolition ^� Description of Work: ("M fr-ri ( r-.- C) C a:**** Fees******** ***+ x****** *******+x*:x ********** ** *** Submit Fee $ �/�' Pert ✓` i�� CCF $ CO /CC $ Scammn Fee $'4 Radd'n Fee$':: DBPR $ Bond $ Notary $ `11.-1 7 `: `'cation Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 p b roved and a reinspecti wee will be charged. / Signature mum% I/ lI i , The foregoing ins u ent was acknowledged before me this CI Signatur Contractor The foregoing F o ng instrument was acknowledged before me this day of 457.--41-","20 (3, by ri-C24 a (-) 7 day of Apri,L1 , 20 f , by +YLV C) 77, 7'3e 5 who is personally known to me or who has produced ®L As identification and who did , . e an oath. as identification and who did take an oath. Ovi 1 31V./ "I/ ` �% who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Commission Expires: • ******* *m ****m **x: ** x: ***u :************ * * * * ****** : **** ***************1 APPROVED BY ® 2 4...p/e- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) O,,p Notary Public - State of Florida •• ;, r:; s My Comm. Expires Oct 26, 2014 ',,► trit t �.r Commission # EE 37835 ,.t� _ x4/411Po+ Clerk In AM- /0 -2.6.2o1 y ilk -An 1 Zoning 1 From:Tasha Forbes FaxID:954 -963 -8519 Page 2 of 2 Date:4/8/2013 10:13 AM Page:2 of 2 OP ID: TF A r CERTIFICATE OF LIABILITY INSURANCE °AT04/08/13 ' 04/08/13 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 policles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Iieu of such endorsement(s). PRODUCER Phone: 954- 963 -9626 Newman Insurance Agency, Inc. Fax. 5700 Stirling Road Hollywood, FL 33021- Jeffrey M. Newman CONTACT PHONE FAX (A/C. No. Ext): (A/C, No): EMAIL PRODUCER CUSTOMER ID it: KING ELE INSURER(S) AFFORDING COVERAGE NAIC * INSURED Kingwire Electric Inc 521 NW 86 Ave Pembroke Pines, FL 33024 INSURERA: FUBA OCCUR INSURER B : Travelers Insurance Co INSURER 0 : 06/16/1 2 INSURER D : EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : DAMAGE PREMISES occurrence) urrence) COVERAGES CERTIFICATE 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 IN R CDR POLICY NUMBER POLICY EFF (MM/DDKY1'Y) POLICY EXP (MM/DD/YYW) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 1660A61237384ND -12 06/16/1 2 06/16/13 EACH OCCURRENCE $ 1,000,000 X DAMAGE PREMISES occurrence) urrence) $ 100,000 CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN 'LAGGREGATE LIMIT POLICY n JECT AP(PPLIESPER: PRODUCTS- COMP/OP AGO $ 1,000,000 7 I IE I LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER /MEMBER l ARTNEED R/EXECUTIVE (Mandatory In NH) It yes, describe under DESCRIPTION IPTION OF OPERATIONS Y / N N / A 10644057 04/01/13 04/01/14 X WC STATU- OTH- TORY L MITS ER E.L. EACH ACCIDENT $ 100,000 below E.L. DISEASE - EA EMPLOYEE $ 100,000 E.L. DISEASE - POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, If -more space Is required) Electrical Work within Buildings CANCELLATION MIAMIVI Miami Shores Village 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) O 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Viiiage 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. C -4/ / Owner's Name (Fee Simple Title Holder): Owner's Address: City: kiagee crreA RACAN 3si3SD 1c_ / Phone #: q1.4-3l Zci State : Job Address (Of where work is being done): ' Q ' 410E / City: Miami Shores State: Florida Contractor's Company Name: t tv‘C'Jf7 cb r. Address: o /Ato , g . City: ge44. ot& State: �- Zip Code: 330 2( Qualifier's Name : Lic. Number: (e- /3cra3I'2 ' Zip Code: 733 /3 g Zip Code: 33/3Y Phone #: qJ -41- 349- 08SZ Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned and /or the contractorlarchitect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shore, rmless for all legal involy anent. *Fir The foregoin before me this day of ` " 0 ,by T)1V/9(_A7 Litt Who is personally known to me or who has produced a��<<u i Houma • Notary Pu 1 cp� ,too`J Sign: Seal: % s a i a. _■ ionitS Signatu e- /,•c -c-��, /ter Contractor or Architect The foregoing instrument was aknowledged before me this 1 day of 41"° �AL— , 2013 bySC -C-da 241 S who is personally known to me or who has produc ,111llll /�"14 seen +t��t� °,nse y�• . r' +3 T 'c r hiitfig 191 1 41 1 Nota Sign: Seal: 14, 411 119/44 11111111 ! Itlld���� BAGON 3850 LLC 20900 NE 30 AV SUITE 200 AVENTURA, FLORIDA, 33180 MEGA ELECTRIC INC 16252 NW 79 AVE, MIAMI LAKES, FL, 33016 Attn: ARISTIDES REYES - GAVILAN Ref. change of contractor This letter is to inform you that we have decided change the Electrical contactor due the fact for more than 3 weeks we have call several times to Mr. Eulogio Castillo to get the commitment to finalize the job and has been impossible to make the job finalize. Regards, OSC ES AGON 3850 LLC USPS.com® - Track & Confirm English Page 1 of 1 Customer Service USPS Mobile Register / Sign In aUSPS CO • Quick Tools Track & Confirm GET EMAIL UPDATES j YOUR LABEL NUMBER 9507100027613106000215 Check on Another Item Mars your label (or receipt) number? Search USPS.com or Track Packages Ship a Package Send Mail Manage Your Mail Shop Business Solutions SERVICE STATUS OF YOUR REM DATE & TIME First -Class Mail® Depart USPS Sort ' April 18, 2013 Facility Processed through USPS Sort Facility Processed at USPS Origin Sort Facliy Acceptance LOCATION FEATURES MIAMI, FL 33152 � t April 18, 2013, 12:22 am MIAMI, FL 33152 April 17, 2013, 10:28 pm April 18, 2013, 7:11 pm MIAMI. FL 33152 FORT LAUDERDALE, FL 33326 Expected Delivery By: April 18, 2013 Certified Mai' LEGAL ON USPS.COM ON ABOUT.USPS.COM OTHER USPS SITES Privacy Policy > Terms of Use > FOIA No FEAR Act EEO Data > Copyright* 2013 USPS. All Rights Reserved. Government Seances > Buy Stamps & Shop > Print a Label with Postage > Customer Service > Site Index > About USPS Home > Newsroom > Mail Service Updates ) Forms & Publications > Careers > Business Customer Gateway > Postal Inspectors > Inspector General > Postal Explorer > https:// tools .usps.com /go /TrackConfirmActioninput ?qtc _ tLabels1= 950710002761310600... 4/19/2013 Miami Shores Village o Building Department 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 Master Permit No. (fie - wz. - 4,6 Z AFRO 3 Cali 9 Y* »mmm�ojvmo �o Permit No. E.1 13—U0,0 FBC 20 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): Address: C/fS .3 r/ ,JUG /3 /►Ve City: %�f • Sho-es Tenant/Lessee Name: € h Email: 650 W030n LL Phone#: 9S-v— 53 — 3•-97 State: 1= JOB ADDRESS: City: Miami Shores Folio/Parcel #: ?g39 AJ E /3 Ave Zip: /3' Phone#:Y4- 3'I4— County: Miami Dade Zip: 3'3/ 3 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /K 5e?, E /P c / Address: City: w, ; a G4ag Qualifier Name: Ac,'s ¢; d e State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: 1 h Z SZ /0 i.J 7 9 tl Al J State: /� /� -efes- &.1 / ` /4 k, P=G- coo r 728' Email Address:' 1 ,2 Phone #: g'OS - .5.12 5705' I- /or Value of Work for this permit: $ Type of Work: °Address °Alteration Description of Work: e Zip: 3 3o1 (, Phone #: 82g---5-20 5 Certificate of Competency #: Phone #: Square/Linear Footage of Work: New °Repair/Replace 5ec� p �r�,d, d ve; he4.c/ c °Demolition / *****: * ** **** ***** * * * ** * * * **** ** *** ** ** Fees * **** * *r *** * * ** * ** * * * **** * * * **** ** * * ***** ** Submittal Fee $ Permit Fee $ /1—C",0 e" CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4, 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 wi promise in good faith that a copy of the notice of commencement and co whose property is subject to attachment. Also, a certified copy of the record for the first inspection which occurs seven (7) days after the building pe inspection will n e approved and a reinjection fee will be charged. 1I1/iii/ s'w ' O erorA;e, wit Signature t` The foregoing i �. �� as acknowledged before me this day of - t`—,20 I�by f -t �L (�AC—V 1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ��� w urutt/t/,/ Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPROVED BY Si an stimated valu- a ceeding on lien law jfroc re will be notice of co' 'nc ment must b is issue In the absence 00, the applicant must vered to the person the job site notice, the Contractor The foregoing instrument was acknowledged before me this e) Z day of Apr i • I , 20 13 , by Arr's 4-id p s 12-4./.p op.? who is personally known to me or who has produced lion and who did take an oath V te..„• • . 4fra. 1.4::\. 1 40,1 046..:: d�,e►�rd'_•�.• /7t 3�)2 Plans Examiner • Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) 1 2 Date CERTIFICATE OF LIABILITY INSURANCE 1 12/28/2012 Producer: Lion Insurance Cornpa ny 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is isaued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer B. insixerC: Insurer 0: Insurer E: Coverages The policies of molar ce fisted below have been Is sued to the insured named above for the policy period indicated. Notwithstanding any requirement. termer condition of any contractor otter document with respect to witch MIS CeNfncate may be issued or may pertain the insurance afforded by the policies described herein is subject to elite terms, ew fusions, and conditions of such policies. Aggregate Melts shown may have been reduced by paid claims. s i WSR LTR ADDL HsRD Type of Insurance Poky Number Policy Effective Date (MM /DD/YY) Policy Expiration Date (fdlM /D0/YY) Limits GENERAL LIABILITY Commercial General Liability EachOccanra,ce $ Damage to nomad premises (EA occurrence) 3 Claims Made Occur fled Exp S Personal Adv injury $ aerteral aggregate limit applies per: piPolicy ® Project LOC OerreratAggregata S Prodxts- Comp/Op Agg 1 AUTOMOBILE a rr ...w i LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Amos Non -Owned Autos Combined Single Limit (EA Accident) S Sony Injury (Per Person) 5 aodiy mthly (Per Accident) 4 Property Damage (Per Accident) 3 EXCESS/UIUl6RELLA LIABILITY Occur 0 Clabns Made Dedtr able EachOccutrence A99r5ta A Workers Compensation and Employers' Liability Any proprieforlpartner /executive officer/member excluded? No I( Yes. describe under special provisions below WC 71949 01/01/2013 01/01/2014 x WC Statu- I 1OTH- ton/ Limits ER E.L. Each Accident s1,O O.o00 E.L. Disease - Ea Employee 81.006,000 E.L. Disease - Policy Limits Si ,000.000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB #i 12616 Descriptions of Operations /Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 81-67-347 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company ": Mega Electric, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: ISSUE 12 -28-12 (JG) 5e brig Dater 11 /25/2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPT 10050 NE 2ND AVE MIAMI SHORES. FL 33138 Should any of the above described policies be cancelled before re expiration date thereof, the Issuing irsuret.wal endeavor to mail 30 days written notice to the certitlpte holder named to the left, butfaiime to do so shall impose no obligation or tablBty of any kind upon the insurer, its agents or representatives. Z00 /T00 El 81799g990£ %V3 gt : £T £TOZ /50 /t;0 AL. C'7 )12'l;3` CERTIFICATE OF LIABILITY INSURANCE DATE (MM/OD/YY) 07/25/12 PRODUCER Floridian Consultants Insurance 9371 S.W. 40th St. Miami, FL 33165 Phone (305)225-9711 Fax (305)225 -7477 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MEGA ELECTRIC INC 16252 NW 79 Ave Miami Lakes, FL 33016- (305) 828 -5205 INSURER A: SCOTTSDALE INSURANCE COMP INSURER B: PROGRESSIVE INSURANCE COMP INSURER C: COMMERCE & INDUSTRY INSURANCE CO INSURER D: INSURER E: COVERAGES Z00 /Z00 I1 c�J 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks Of ACORD ''8t983850£ IVA 9t :CT ETOZ /40/ 0 THE ANY MAY POLICIES. POLICIES REQUIREMENT, PERTAIN. OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L • TYPE OF INSURANCE POLICY NUMBER DATE MM!DD/YWY POLICY MM /DONYYYYN LIMITS AUTHORIZED REPRESENTATIVE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITYMia 1_.11.:* CLAIMS MADE LEI OCCUR GF'50995827 06/11/2012 06/11/2013 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) 100 000 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMITAPPUES PER: POLICY 1....7 PROJECT „ LOC PRODUCTS - COMP /OP AGG 2,000,000 B 1.. AUTOMOBILE LIABILITY I J ANY AUTO _s ALL OWNED AUTOS SCHEDULED AUTOS bb: HIRED AUTOS Q NON OWNED AUTOS 05351579 -1 03/25/2012 03/25/2013 COMBINED SINGLE LIMIT (Ea accident) 1,000,10 BODILY INJURY (Per (Per person) BODILY INJURY (Per accident) r] PROPERTY DAMAGE accident) GARAGE LIABILITY LI ANY AUTO _per AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGO C EXCESS / UMBRELLA LIABILITY ie OCCUR CLAIMS MADE _1 DEDUCTIBLE RETENTION $ EBU026045296 06!23/2012 06/11 /2013 EACH OCCURRENCE 4,000,000 AGGREGATE 4,000,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVEY /N OFFICER / MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below TTUU Ij WY LIMITS u ERH- E.L. EACH ACCIDENT EL. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEH CLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ELECTRICAL WORK WITH BUILDINGS 30 DAYS NOTICE OF CANCELLATION EXCEPT 10 DAYS FOR -NON PAYMENT OF PREMIUM PAL- neneun A're tla, na-., Z00 /Z00 I1 c�J 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks Of ACORD ''8t983850£ IVA 9t :CT ETOZ /40/ 0 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 N.E. 2nd Ave, THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY Miami Shores, Fl 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FELIPE GOMEZ ArnRn 9R Mnns/n11 nC - _ _ _ Z00 /Z00 I1 c�J 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks Of ACORD ''8t983850£ IVA 9t :CT ETOZ /40/ 0 PERMIT # CONTRACTOR: J1 N ),G J SUBMITTAL DATE: I 1 J ADDRESS: 970%) /1' ." V NAME: RESUBMITAL DATES: PROJECT TYPE: lsl ZONING FIRE STRUC,aURA IMPACT FEES ELECTRICAL ,9---eb /� HRS/DERM Cik a likft V PLUMBING f MBCHANICAL /1) (BLDG 6 0 ( iami Shores Village ECOVED uilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (30S) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. AC- 4 -/ 2- �6 Z Permit Type: DING J O B A D D R E S S : g a 7 • 3 q IVE` / ' ' - C i t y : Mull Shores County: Miami Dade Foio/Paroel#: //• 3205 • 009 • e1 SO ROOFING Zip: 331 Is the Building Historically Designated: Yes NO )< Flood Zone: OWNER: Name (Fee Simple Titleholder): 13961,04 3 e-57), L L C Phone#: ?P- C. 733.74 20 Address: b''3 j NE 413-¢-A, City: Al 1 Ait,4 t' S/ n. C7 State: L Zip: -331 -0e Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Nave: N - i U C-7-1404) et'/ , Phone#: 3r21- 53 6. 3 97 Address: /4 $ 3,S S W 54 1 `:eas City: H/14.4M.9- /z— State: - Zip: 33027 Qualifier Name: 2A -�21A) I Dr1� L't Per: 1-11/ / . 5.36. .'d'97 State Certification or. Registration #: (C�* c'`ISD 76 47) Certificate of Competency #: Contact Phone#: Rmail Address: T'o01-44 Let.,4 '72 %4' e 74,/eD. WA/ DESIGNER: Architect/Engineer: Phone#: Value of Work for *Is Permit: $ • 2) -61 'Ss'°' Square/Linear Footage of Work: Type of Work: °Addition °Alteration °New URepair/Replace °Demolition Description of Work: "elv .SP's' "r' 1 iv' /1C coo. -/, A/6-44/ -Z,4:6--c / - i■ {'O /0-'T.I' Arch/ '4 c S Jf 1 3 m.-3 ✓ I4"4, 3- !a+ . 773-akce -J , f Color thru tile: ** **** **** * * * * * * * * * *** * * * * * ********** ***** ** *********t ****** **RN * *** ***** *** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fce $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 Tip 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 ce e+ d copy of the recorded notice of commencement must be posted at the job site for the first inspe w • h occurs seven (7) after the building permit is issue • the absence of such posted notice, the inspection will not <. proved and a reinspe -e will be charged. Signature / //. Wfl' The foregoing ' , 1 ent ou acknowledged before who is personally known to me or who has As identification and who did take an oath. NOTARY PUBLIC: Sign: 4il,[,Q Pt -� �W`�G( Print: r M C. `J 1 Y) . My Commission xpi MARIA CONSUELO MEDINA •' MY COMMISSION 4 EE181404 EXPIRES March 23. 2016 The foregoing day of produced who is personally APPROVED BY nt was acknowledged before me thisjL 201 `L, by 'A c me or who has produced as identification and who did take an oath. /' '7.6.._Plans Examiner Structural Review (Revised 3/12t2012)(Revised 07/10107)(Revised 06/10/2009)(Revised 3/15/09) NOT Y PUBLIC: Sign: Oa eiVA PLAID At 9' Print: t 1 ISC4A., My Commission Expires: _'� i : MARIA CONSUELO MEDINA r MY COMMISSION 5 EE181404 EXP IRES March 23.2015 •�� Zoning Clerk CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and.;Miami Shores Village Flood Damage Prey ii Ordinance the costs of all. improvements must be monitored. The costs of any improvements iii the past�12 months and the costs of any proposed improvements must be shown on the workshee The "cost o " io Cements mi st include demolition, raw and finished materials (include those donated), labor (inch�ding volunteer and self performed), construction supervision and management, and overhead and profit. A lief of items the costs" of which are to be included as well as' those' excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # ADDRESS: 64-4' k , J 3 85O) LG G /p.51. E. FOLIO NUMBER: 8,3 20-C. '00 9 , fJ 5bO FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed,. . J 0 ALP VALUE OF PRINCIPAL STRUCTURE (attach appraisal): PLANREVIEWER: PLAN SIGNATURE: DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associate d with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool • ESTIMATE Oscar Gonna Iva% 9839 Northeast 13th Ave Miami Shores , Fl 33138 GENERAL REQOIREMENTS Clean Up Progress Cleaning and final cleaning CITY UNIT UNIT dOST 10)MOMEVM;„ gl OCT 0 5 2-5i2 fig /2012- AMOUNT $ 8,710.00 1 Is Permits Permits fees (By Owner) Demolitions 1 Is Partitions ( letchen,bathroorns, closets ) Windows, exterior doors and garage Shutters 1 1 Is 1 Is Vanities 1 15 Interior doors 1 Is kitchen cabinets, countertop 1 Is Stone living room chimney 1 Is Interior floor file ,carpet, and baseboard 1140 SF Closets 1 Is CMU garage and exterior wall for windows Exterior columns 1 2 Is 'ea Finishes facade 1 Is CONCRETE & STRUCTURAL New concrete walls (Include columns and reinforcing steel ) New oppening for windows (Tie columns and beams included ) 1 $ 2,120.00 $ 19,882.00 2,120.00 1 Is $ 5,300.00 $ 5,300.00 Stucco repair 1 Is $ 9,612.00 $ 9,612.00 3" concrete family room 500 Bottom joist supporting ceding damaged to be Repair concrete column r damaged installing repair conduft Bottom wood beam supporting celing damage to be repair, betwen dinning and living room. WOOD & PLASTICS Baseboard 1 SF Is $ 3.00 $ 600.00 $ 1,500.00 $ 500.00 1 Is $ 400.00 $ 280.00 1 Is $ 750.00 $ 550.00 $ 1,120.00 MDF Baseboard high 6" 320 LE $ 3.50 $ 1,120.00 THERMAL & MOISTURE PROT. Insulation R-4.1 foil insulation R-30 1 Is $ 895.00 $ 2,295.00 $ 895.00 1 Is $ 1,400.00 $ 1,400.00 OPENINGS Wood / glass frosted interior door 30"x96" Wood / lass dear intenor doors 48"x96" Wood7jlass frosted interior doors 36"x96" Wood / qlass frosted interior doors 30"x80" 8 2 1 ea ea ea $ 540.00 $ 1,050.00 $ 580.00 $ 12,885.00 $ 4,320.00 $ 2,100.00 $ 1 ea Wood closet door double 36"x80 1 Wood closet door sin le 36"x80" 1 ea $ 425.00 $ 550.00 $ 425.00 $ 550.00 ea Wood closet interior • rs 18"x96" 1 ea $ 480.00 $ 250.00 " Clopay " garage Doors w/motors, controls, electrical instalation, wood work, anchors. ors. 2 ea $ 1,350.00 $ 480.00 $ 250.00 $ 2,700.00 Hardware Interior Doors 16 ea $ 80.00 $ 1,280.00 S'offit living room $ 60,458.00 1 Is $ 1,800.00 $ 1,800.00 Interior and Exterior Painting 1 Is $ 10,800.00 $ 10,800.00 Drywall ( Metal and fu ng included ) 1 Is $ 11,018.00 $ 11,018.00 Interior Porcelanato floors ( Allowance $4.50 /SF) 3155 sf $ 8.00 $ 25,240.00 Exterior floor ( Allowance $2.50 / SF) 348 sf $ 6.00 $ 2,088.00 Bathroom porcelanato wall &floor (Only shower) 4 ea $ 1,500.00 $ 6,000.00 Permabase cement board over the existing floor 1 Is $ 3,512.00 $ 3,512.00 EQUIPMENT $ 17,900.00 15,000.00 Kitchen Cabinets and formica countertop 1 Is $ 15,000.00 Kenmore cooktop 1 ea $ 1,800.00 $ 1,800.00 Kenmore diswasher 1 ea $ 1,100.00 $ 1,100.00 $ 15,192.00 MECHANICAL Plumbing 1 Is $ 7,860.00 $ 7,860.00 We buy and install cooper pipe for water line 1 Is Supply and install water heater tankless 2 ea We install new fixtures and faucets 1 Is We remove the existing fixtures and faucets 1 Is This include new drainage pipes and water pipes 1 Is Cutting the slab included 1 Is Install fixtures and faucets 1 Is Shower pan 4 Is $ 500.00 Toilet Glacier Bay 1.28 gpf 5 ea $ 100.00 Pedestal sink Kohler 6 ea $ 160.00 $ 960.00 Foremost Regent elongated Bidet 1 ea $ 200.00 $ 200.00 Lavatorie faucets Pegasus Dorset 6 ea $ 72.00 $ 432.00 Kitchen Sink faucet Moen Banbury 1 ea $ 84.00 $ 84.00 Shower faucets Moen Telford 4 ea $ 164.00 $ 656.00 Air Conditioning 1 Is $ 4,500.00 $ 4,500.00 Supply and install AC system 3 ton, refri•erant R410A. Air handler unit compact ( pancake style ). Supply and install digital thermostat. Supply and install cooper pipes lines and train pipe line. Duct work. Move existing AC condenser unit and supply and install cooper pipe lines. ELtCTRICAL $ 16,420.00 Sup ly and instal high hat 4" ( No Led) 69 ea $ 95.00 $ 6,555.00 Supply and instal smoke detectors 7 ea $ 125.00 $ 875.00 Receptacles 27 ea $ 80.00 $ 2,160.00 Extenor lights 14 ea $ 95.00 $ 1,330.00 220 V 4 ea $ 250 .00 $ 1,000.00 FPL service 1 ea $ 4,500.00 $ 4,500.00 TOTAL $ 154,642.00 vvinaows Re roof Retrofit Steel column Fascia Total —» ,1aV. L1t ]412201 $ 221,010.00 ESTIMATE Oscar Goncalvez 9839 Northeast 13th Ave Miami Shores • Fl 33138 rimmiaum ' OCT 0 5 2::2 1!!! 12G )2-- *2. QTY UNIT UNIT COST AMOUNT $ 8,710.00 GENERAL REQUIREMENTS Clean Up Progress Cleaning and final cleaning 1 Is Permits Permits fees (By Owner) Demolitions 1 s Partitions ( Kitchen,bathrooms, closets ) 1 s Windows, exterior doors and garage 1 s Shutters 1 s Vanities 1 s Interior doors 1 s Kitchen cabinets, countertop 1 s Stone living room chimney 1 s Interior floor tile ,carpet, and baseboard 1140 SF Closets 1 Is CMU garage and exterior wall for windows 1 Is Exterior columns 2 ea Finishes facade 1 Is • , -4 . - I "V, , .11 New concrete walls (Include columns and reinforcing steel ) 1 Is $ 2,120.00 $ 2,120.00 New oppening for windows ( Tie columns and beams included ) 1 Is $ 5,300.00 $ 5,300.00 Stucco repair 1 Is $ 9,612.00 $ 9,612.00 3" concrete family room 500 SF $ 3.00 $ 1,500.00 Bottom joist supporting ceiling damaged to be repair 1 Is $ 600.00 $ 500.00 Repair concrete column 2" damaged installing electrical conduit 1 Is $ 400.00 $ 280.00 Bottom wood beam supporting celing damage to be repair, 1 Is $ 750.00 $ 550.00 betwen dinning and living room. WOOD & PLASTICS $ 1,120.00 Baseboard MDF Baseboard high 5" 320 LF $ 3.50 $ 1,120.00 • -i , , . , • v - - - • II Insulation R-4.1 foil 1 Is $ 895.00 $ 895.00 Insulation R-30 1 Is $ 1,400.00 $ 1,400.00 OPtiViNGS $ 12,685.00 Wood / glass frosted interior doors 30"x96" 8 ea $ 540.00 $ 4,320.00 Wood / glass clear interior doors 48"x96" 2 ea $ 1,050.00 $ 2,100.00 Wood / glass frosted interior doors 36"x96" 1 ea $ 580.00 $ 580.00 Wood / glass frosted interior doors 30"x80" 1 ea $ 425.00 $ 425.00 Wood closet door double 36"x80" 1 ea $ 550.00 $ 550.00 Wood closet door sin_gle 36"x80" 1 ea $ 480.00 $ 480.00 Wood closet interior doors 18"x96" 1 ea $ 250.00 $ 250.00 " Clopay " garage Doors w/motors, controls, electrical instalation 2 ea $ 1,350.00 $ 2,700.00 wood work, anchors. Hardware Interior Doors 16 ea $ 80.00 $ 1,280.00 FINISHES $ 60,458.00 Soffit living room 1 Is $ 1,800.00 $ 1,800.00 Interior and Exterior Painting 1 Is $10,800.00 $ 10,800.00 Drywall ( Metal and furring included) 1 Is $ 11,018.00 $ 11,018.00 Interior Porcelanato floors ( Allowance $4.50 /SF) 3155 sf $ 8.00 $ 25,240.00 Exterior floor ( Allowance $2.50 / SF) 348 sf $ 6.00 $ 1,500.00 $ 2,088.00 $ 6,000.00 Bathroom porcelanato wall &floor (Only shower) 4 ea Permabase cement board over the existing floor 1 Is $ 3,512.00 $ 3,512.00 $ 17,900.00 $ 15,000.00 $ 1,800.00 $ 1,100.00 $ 15,192.00 $ 7,860.00 EQUIPMENT $ 15,000.00 $ 1,800.00 $ 1,100.00 Kitchen Cabinets and formica countertop 1 Is Kenmore cooktop 1 ea Kenmore diswasher 1 ea MECHANICAL $ 7,860.00 Plumbing 1 Is We buy and install cooper pi for water line 1 Is Supply and install water heater tankless 2 ea We install new fixtures and faucets 1 Is We remove the existing fixtures and faucets 1 Is This include new drainage pipes and water pipes 1 Is Cutting the slab included 1 Is Install fixtures and faucets 1 Is Shower pan 4 Is $ 500.00 $ 960.00 $ 200.00 Toilet Glacier Bay 1.28 gpf 5 ea $ 100.00 $ 160.00 Pedestal sink Kohler 6 ea Foremost Regent elongated Bidet 1 ea $ 200.00 Lavatorie faucets Pegasus Dorset 6 ea $ 72.00 $ 432.00 Kitchen Sink faucet Moen Banbury 1 ea $ 84.00 $ 164.00 $ 84.00 $ 656.00 Shower faucets Moen Telford 4 ea Air conditioning 1 Is $ 4,500.00 $ 4,500.00 Supply and install AC system 3 ton, refrigerant R410A. Air handler unit compact ( pancake style ). Supply and install digital thermostat. Supply and install cooper pipes lines and train pipe line. Duct work. Move existing AC condenser unit and supply and install cooper pipe lines. $ 16,420.00 $ 6,555.00 $ $75.00 $ 2,160.00 ELECTRICAL Supply and instal high hat 4" ( No Led) 69 ea $ 95.00 Supply and instal smoke detectors 7 ea $ 125.00 Receptacles 27 ea $ 80.00 Exterior lights 14 ea $ 95.00 $ 1,330.00 $ 1,000.00 $ 4,500.00 220 V 4 ea $ 250.00 FPL service 1 ea $ 4,500.00 TOTAL. $ 154,642.00 Re roof Retrofit Steel column Fascia Total ,z • UK V'I'Oi'] $ 221,010.00 Miami Shores Village Building Department 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 ECEO ED SE' 2 7 2012 s. ram Permit No. Master Permit No. At � 4 ' i2 -6412. Permit Type: Electric al OWNER: Name (Fee Simple Titleholder): `aaeon G y 2 .% C Phone #: cieeel 6e4 ` M' 9; gear/ -// 137, 1p' /cJOt4 ; 6tk ' State: `tr,,Freltse Zip: a,"� Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: r 'eelrJ!",'G? / C /V E /2%074 e City: Miami Shores Address: City: Folio/Parcel #: County: Miami Dade Zip: aaptas Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: O6'2J-2- A/k j City: s sjrrii y , Qualifier Name: 44. 4- NO Flood Zone: Phone#: State: 7 L Phone #: State Certification or Registration #: /'7..2' $ Certificate of Competency #: Contact Phone#: ?VS' — 432$ -1 Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: °Address Description of Work: Square/Linear Footage of Work: °New ORepair/Replace Alteration .a^ /or s °Demolition C� * * * * * * * * * * * * * * * * * * * * * * * * ** **** * * * * * * * * * * * * * * * * * * *** * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 promise in good faith that a copy of the notice of commencement and cons whose property is subject to attachment. Also, a certified copy of the record for the first inspection � ich occurs seven (7) days after the building pe, inspection will not b approved and a reinspection 4, will be charged. Signature Ae) WPOt W� I The foregoing i me was acknowledged before m4;-/is day of—) � py n, � 0197 c0, s- , who is iiersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission : MARIA • MY COMMISSION # EE181404 EXPIRES Marsh 23. 2018 R. ,.oi Two +ea /� APPROVED BY ��G Plans Examiner stimated v'lue exceedin tion lien rochure wil d notice of co ' 'nceme m it is iss 'd. the sence Signature )C 2500, the applicant must ivered to the person posted at the job site h posted notice, the e tb of s Contractor The foregoing instrument was acknowledged efore this aO day of r 20 by i�tieV who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: Print: My ** * **** ** Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.Eind Avenue, Muni Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. leC^ 4-12 Perm-itType: PLUMBIls1G .cJ phonet:30 .57 733 . 3 42E? OWNER: Name (Fee Simple Tideholder): Address: 93-3 44— /91,e-- City: /14/4;xii% *---C)/C3#7 State: Zip: 3 3/3 67 Tenant/Lessee Name : • • . . • 1)10Fie#:' . . . . • • 'El', ;,•„, • , • I JOB ADDRESS: 94'5Y AZE City: Folio/Parcel#: Is the Building Miami Shores County: (/-3?,0-77. 00f 05730 Miami Dade Zip: 3/3' iiist6r611371Usignated: Yes CONTRACTOR: Company Name: d:::),e1-4,00 Phone#: 3/75-, 73/ 3WE- Address: g24.° 4° Z NO Flbod Zone: // City: H(4-1/4/. State: :--zip: 33173 Qualifier Name: 0,-44A-0-44)<:' 1*47.4- Phone#: State Certi6cation oritegistration#: CC 2g/57 efi'citte eamPirencyt Contact Phonet aos - 73/ '37/5- Email Address: DESIGNER: Architect/Engineer: ° Phone#: o Value of Work for this Permit: $ 66t'" Square/Linear Footage of Work: Type of Work: OAddress 0Alteration ONew ORepair/Replace Description of Work: nr-r—c- A Trii- igO;ot ,G4 TH-itoo 44 vv" / E7.4.- 771 A. . ' ,D;1,0,46/ Asa") !.1 zmputta .*;■. 1111WAPIMA Men atz V " Tar Ili ut Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee Double Fee $ Structural Review $ 7 CCF $ CO/CC $ V V, DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ • 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 Z,iP 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, PJUMBING, 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 ATTORNE Y 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 commence` 'nt must be posted at the job site for the first inspection occurs seven (7) days ' er the building permit is issued. In the sence of such posted notice, the inspection will not be 'roved and a reinspection fe� 1 be charged. Ari �1. Signature llIJi/- At � er o, The foregoing ins • p• ent was acknowledged before me this Z 6 day of �' , 20 l2 �y ' 'try"'' arc tw A'a°«. ®r, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expi ,Cia MARIACONSUELO MEDINA MY COMMISSION 6 EE181404 EXPIRES March 23.2016 (407)18-0163 . F1oIdiNeI ySerios.00m ***************************** * * * * * ***** * * * * * ***** * * * * ** * * * ** Signature The foregoing in day of who is personally known to me or who has produced v as identification and who did take an oath. NOTARY PUBLIC: Contractor ment was acknowledged before me this ?•6 2012 diy ' ® d°re--443 , Sign: Print My Co s r�rI ld !ArF! r�'� : �J '1 1,WfcOMMISSION *EMUS* EXPIRES March 23, 2016 151 Florida .e°m APPROVED BY er )-P17-°- Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) ** *4444* * * * ** ***MANN *+ *** * ** ** **** ** *** Zoning Clerk MIAMI ENGINEERING SERVICES, INC. 5665 West 20 Avenue # 315 Hialeah, FL 33012 PH: 305 321 7694 mesamiamiesinc.com Date: October 1 2012 From: Misael Rodriguez, P.E. To: City of Miami Shore Building Services Department 10050 NE 2 Av Miami Shores Village FL 33138 Re: Mr. Oscar & Caterina Goncalves 9839 N.E. 13th Avenue Miami Shore, Florida 33138 To Whom It May Concem: Please accept this letter as a plan review to repair concrete column "2" damaged installing electrical conduit (see attached drawings for repair) Should you have any questions, please do not hesitate in contacting us. Yours tr Mi ;eI Ro ez, P.E. Prof. E • n - - r 64050 /4 0Z 'l? C OCT 162012 om! T IV T. 1 ILI■ril a IMIrrad 2 1§ T:: it x4 ® a1` bT ' -°,1 1' 1p r— — 1. ,TJ t 1 PARTIAL EXISTING STRUCTURAL FLOOR PLAN IRli d. X411 11i'J1 M KIP mar Ahol U. W614 IgnottON ANC1401111442 A12141ektat•N`‘"""%%%1 A ROD tig• •• 1 C s • vit i N PARTIAL EXISTING GARAGE STRUCTURAL FLOOR PLAN NJ.s. :* vs sT jS A ''���lIt. • PARTIAL EXISTING GARAGE STRUCTURAL FLOOR PLAN NJ.s. :* vs sT jS A ''���lIt. • } KEYED NOTES: COLUMN CONCRETE WITH SEVERE SPALLS DEEPER THAN 1/4° WITH AGGREGATE LOSS, AND EXPOSED REBAR: PRESSURE WASH AFTER EXCAVATION TO REMOVE DUST, LAITANCE, AND OTHER BOND INHIBITING MATERIALS, SSD SUBSTRATE. APPLY TWO 10 MIL COATINGS (TOTAL 20 MILS) OF BONDING AND ANTICORROSIVE AGENT ONTO THE PREPARED STEEL AND ONE 20MIL COAT TO SSD CONCRETE SURFACE TO INSURE PROTECTION OF STEEL AND PROPER BOND OF REPAIR MATERIAL FILL EXCAVATION WITH APPROPRIATE REPAIR CONCRETE, CONSOLIDATE FINISH AND CURE AS REQUIRED. APPLY PROTECTIVE COATING TO PREPARED SUBSTRATE. OVERHEAD CONCRETE WITH MODERATE SPALLS DEEPER THAN 1/4° WITH SOME AGGREGATE LOSS, BUT NO EXPOSED REBAR. APPLY TWO 10MIL COATINGS (TOTAL 20 MILS) OF BONDING AND ANTICORROSIVE AGENT ONTO THE PREPARED SSD CONCRETE SURFACE TO INSURE PROPER BOND OF THE REPAIR MATERIAL. FILL EXCAVATION WITH APPROPRIATE OVERHEAD CONCRETE CONSOLIDATE FINISH AND CURE AS REQUIRED. APPLY PROTECTIVE COATING TO PREPARED SUBSTRATE. OVERHEAD CONCRETE WITH SEVERE SPALLS DEEPER THAN 1/4" WITH SOME AGGREGATE LOSS, AND EXPOSED RE -BAR. CONCRETE BEAM OR JOIST WITH MODERATE SPALLS DEEPER THAN 1/4" WITH AGGREGATE LOSS, BUT NO EXPOSED RE -BAR. CONCRETE BEAM OR JOIST WITH SEVERE SPALLS DEEPER THAN 1/4° WITH AGGREGATE LOSS, AND EXPOSED REBAR. STEEL BEAM OR JOIST WITH SEVERE SPALLS DEEPER THAN Y4" WITH AGGREGATE LOST, AND EXPOSED STEEL. OVERHEAD CONCRETE WITH SEVERE SPALLS FROM 112" TO 4" DEPTH: MIN. COMPRESSIVE STRENGTH 5,800 psi @ 28 DAYS ASTM C -109, MIN. TENSILE STRENGTH 810 psi @ 28 DAYS ASTM C -496, MIN. FLEXURAL STRENGTH 1,600 PSI @ 28 DAYS ASTM C-348. MAX. MIN. BOND STRENGTH 2,000 PSI @ 28 DAYS ASTM C -882 MODIFIED. MODULUS OF ELASTICITY 2,490,000 psi @ 28 DAYS ASTM C-215, MAX VOLUME CHANGE +0.012 (NO SHRINKAGE) @ 7 DAYS. CHLORIDE PERMEABILITY 1,087 COULOMBS AT 28 DAYS ASTM C -1202. MAX THERMAL EXPANSION LINEAR COEFFICIENT 0.000071 IN/IN/F ASTM C-531. MANUFACTURERS: THORITE FROM THORO, SONOPATCH 200 FROM SONNEBORN, EMACO R320 FROM MASTER BUILDERS, STO CR 246 WITH BONDING AND ANTI - CORROSION AGENT FROM STO OR APPROVED EQUAL. PASS FA -3 SHEETS AWN S: 0.P M.R DATE 10/01/12 012 -02 -2 FIELD ADVICES FOR: OSCAR & CATER1NA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 EXISTING CONDITION MODERATE SPALL STIp1 , 0 V _ SAW CUT AROUND " 1' PERIMETER OF SPALL lip Ai Y ' 4� HIP OUT TO SOUND iit%%%xv‘w.,,',` ,.�� COAT EXPOSED SURFACE COATED WITH BONDING AND ANTI- CORROSION AGENT FILL PREPARED AREA WITH OVERHEAD CONCRETE STEP 4 PROTECT SURFACE WITH COATING OVERHEAD CONCRETE REPAIR - MODERATE N.T.S. PAGE FA -2 SHEETS DRAWN We C.P a-eaKIV sr M.R OAT@ 10/01/12 JCBS 012 -021 2 FIELD ADVICES FOR: OSCAR & CATERINA GONCALVES 9839 NE 13 AVE. MIAMI SHORES, FL 33138 OOP M1ANUNCO MOSERVIC0.M 711RISEL000IENTSAMMIPSOIMYOP M4lYl ¢IIiiMBN$'II13,1MADIY Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 C\\ BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: 9 P3 ? ,?J , NOV .11 2 8 2312 ` FBC 20 Permit No. Master Permit No. /ea - 4 -•/ 2 CC Z ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO,. Flood Zone: Zip: '3.'/.3c9 OWNER: Name (Fee Simple Titleholder): /- � nti 3 E:3 Address: ce'.3 City: '1i ,9a4-1/ 4L Phone #: ` " i 33 . 34 26 State: -7'4- Zip: 3 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: '`'- c- 7 62€ ,�'P• Phone #: ``7.1-4. .3G .3g of s 4.1., Address: City: 1V/ e o9-4.7.4 State: Qualifier Name: J . .4a0-1.12,s- State Certification or Registration #: G c C 31 I-S-0 `7� ' / Certificate of Competency #: Zip: 33 o7 7 Phone #: 536 9 7 Contact Phone #: 47 • 3 $ `% 7 Email Address: 74ez 4 929¢ r' '� o�• '"� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: OAddition jelteration Description of Work: ivy =�O'o r7' -6 c '---c _&- sL- Square/Linear Footage of Work: New ORepair/Replace Color thru tile: ODemolition Submittal Fee $ Permit Fee $ /® Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 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 ip roved and a reinspection f, will be charged. Signature iYI/I // -1F�e rW F The fore of instrument was acknowledged day of 1� U V , 20)'2 -, by E 1 r iA. onally known to me or who ha produced efore who is p identification and who did take an oath. NOT Sign: Print: PUBLIC: My Commission Expire Signature '4111111141101rni <c tor The foregoing ins m .s ent was acknowledged before me this2 1 day of 'KY , 202 by /20�‘11'Lt who is personally known to me or who has produced -C as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: „Jove ct) 6/201 sJ ,A EE 113059 • APPROVED BY 42,64plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores 'uUage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: RC 12 -662 revision Building Critique Sheet Page 1 of 1 1) Provide a new substantial improvement verification form. 2) Provide full size plan revision for new walls. Provide full site plan showing location of work. STOPPED REVIEW Norman Bruhn Building Official Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. cOrnAMIs jy1 %o col LINl2 ©METAL FORM 405 -10 GEO I 2612 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance ethod -- Project Name: Goncalves Residence AHU -3 Builder Name: Street: 9839 NE 13th Ave Permit Office: Miami ' ' k� City, State, Zip: Miami Shores , FL , 33138- Permit Number. J Owner Jurisdiction: 231000 Design Location: FL, Miami f'a i 4 I � a 1 1 1. New construction or existing New (From Plans) 2. Single family or multiple family Single - family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 3210.5 Conditioned floor area below grade (ft2) 0 7. Windows(380.9 sqft.) Description Area a. U- Factor. Sgl, U =0.55 356.94 ft2 SHGC: SHGC =0.47 b. U- Factor. Sgl, U=0.94 24.00 ft2 SHGC: SHGC =0.47 c. U- Factor. N/A ft2 SHGC: d. U -Factor N/A ft2 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.470 8. Floor Types (3210.5 sqft.) Insulation Area a. Slab -On -Grade Edge Insulation R =0.0 3210.50 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2100.0 sqft.) f a. Concrete Block - Int Insul, teriOr' b. N/A c. WA d. N/A 10. Ceiling Types (3267.3 sqft.) a. Under Attic (Vented) b. N/A c. N/A 11. Ducts a. Sup: Attic, Ret: Attic, AH: Bedroom 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric Tankless b. Conservation features None 15. Credits 4 Insulation i Area ' R=13.0 100.00 ft$ R= ft2 R= ft2 R= ft2 Insulation Area R =30.0 3267.30 ft2 R= ft2 R= ft2 R ft2 6 642.1 kBtu/hr Efficiency 108.0 SEER:13.76 kBtu/hr Efficiency 17.0 COP:1.00 Cap: 1 gallons EF: 0.922 0 None Glass /Floor Area: 0.119 Total Proposed Modified Loads: 64.11 Total Standard Reference Loads: 85.06 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL. OvZIIE ti ,e yri, ''' F» inn, ��*• • = „ aj 4 * '.. T `r-` I�COf. S7 ,. .k ,o� �+ .0 1' � :•. ' ,� O =' I hereby certify that the plans and specifications covered by this calculation are in compliance the Florida Energy Code. f_, //� / i, - PREPARED DATE' / T /.9*-- r * Is. /' I hereby certify that this building, s designed, is in compliance with the Florida Energy Code. g 9 P OWNER/AGENT' DATE' DATE' A)1.1161--- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory- sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires a roof absorptance test in accordance with 405.6.2 - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2.2.1. is not greater than (96 cfm:Duct#1) PROJECT Title: Goncalves Residence AHU -3 Bedrooms: Building Type: User Conditioned Area: Owner Total Stories: # of Units: 1 Worst Case: Builder Name: Rotate Angle: Permit Office: Miami Cross Ventilation: Jurisdiction: 231000 Whole House Fan: Family Type: Single - family New/Fxdsting: New (From Plans) Comment: 4 3211 1 No 0 Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street 9839 NE 13th Ave County: Miami -Dade City, State, Zip: Miami Shores , FL , 33138 - CLIMATE IECC V Design Location TMY Site Zone Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 System #1 3210.5 25684 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiI ID Finished Cooled Heated 1 Bedroom 1 243.75 1950 No 2 Bedroom 2 259 2072 No 3 Bedroom 3 297 2376 No 4 Bedroom 4 307.5 2460 No 5 Kitchen 352.5 2820 Yes 6 Living Room 980 7840 No 7 Dining Room 224.75 1798 No 8 Family Room 546 4368 No 1 1 1 1 1 0 0 0 1 1 1 1 0 0 0 0 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Bedroom 1 71 it 0 0 0 0 0 0 0 0 243.75 ft2 259 ft2 297 ft2 307.5 ft2 352.5 112 980 112 224.75 ft2 546 ft2 _ 1 0 ■ 1 0 — 1 0 — 1 0 _ 1 0 _ 1 0 _ 1 0 _ 0 0 0 0 0 0 0 0 0 1 2 Slab-On -Grade Edge Insulatio Bedroom 2 65 if 3 Slab -On -Grade Edge Insulatio Bedroom 3 69 ft 4 Slab -On -Grade Edge Insulatio Bedroom 4 71 ft 5 Slab -On -Grade Edge Insulatio Kitchen 77 ft 6 Slab -On -Grade Edge Insulatio Living Room 129 ft 7 Slab -On -Grade Edge Insulatio Dining Room 60 ft 8 Slab -On -Grade Edge Insulatio Family Room 67 ft ROOF V # Roof Type Materials Area Gable Area Roof Solar SA Emitt Emitt Deck Pitch Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3383 ft2 0 ft2 Dark 0.65 Yes 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3210.5 ft2 N N CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Bedroom 1 30 307.5 ft2 0.11 Wood 2 Under Attic (Vented) Bedroom 2 30 259 ft2 0.11 Wood 3 Under Attic (Vented) Bedroom 3 30 290 ft2 0.11 Wood 4 Under Attic (Vented) Bedroom 4 30 307.5 ft2 0.11 Wood 5 Under Attic (Vented) Kitchen 30 352.5 ft2 0.11 Wood 6 Under Attic (Vented) Living Room 30 980 ft2 0.11 Wood 7 Under Attic (Vented) Dining Room 30 224.75 ft2 0.11 Wood 8 Under Attic (Vented) Family Room 30 546 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below # Omt To WaII Type Space R VVIip Ft In In _Arran R Value Fraction Absor. Grade% 1 N Exterior Concrete Block - Int InsuBedroom 1 13 14 .fit 8 112.0 ft2 0 0.75 0 _ 2 S Exterior Concrete Block - Int InsuBedroom 1 13 14 8 112.0 ft2 0 0.75 0 _ 3 W Exterior Concrete Block - Int InsuBedroom 2 13 19.5 8 156.0 ft2 0 0.75 0 4 S Exterior Concrete Block - Int InsuBedroom 2 13 15 8 120.0 ft2 0 0.75 0 5 S Exterior Concrete Block - Int InsuBedroom 3 13 15.5 8 124.0 ft2 0 0.75 0 _ 6 E Exterior Concrete Block - Int InsuBedroom 3 13 20.5 8 164.0 ft2 0 0.75 0 _ 7 N Exterior Concrete Block - Int InsuBedroom 4 13 21 8 168.0 ft2 0 0.75 0 8 E Exterior Concrete Block - Int InsuBedroom 4 13 16 8 128.0 ft2 0 0.75 0 9 E Exterior Concrete Block - Int InsuBedroom 1 13 4 5 8 35.3 ft2 0 0.75 0 _ N Exterior Concrete Block - Int Insul Kitchen 13 22 5 8 179.3 ft2 0 0.75 0 ,10 11 S Exterior Concrete Block - Int Insul Kitchen 13 11 5 8 91.3 ft2 0 0.75 0 _ 12 W Exterior Concrete Block - Int Insliliving Room 13 24.5 8 196.0 ft2 0 0.75 0 13 N Exterior Concrete Block - Int Inselining Room 13 14 5 8 115.3 ft2 0 0.75 0 14 E Exterior Concrete Block - Int Ins6lamily Room 13 29 5 8 235.3 ft2 0 0.75 0 15 S Exterior Concrete Block - Int Insiliamily Room 13 20 5 8 163.3 ft2 0 0.75 0 _ DOORS V# Omt Door Type Space Storms U Value width Height Area Ft In Ft In 1 N Insulated Bedroom 1 None 0.460000 12 6 8 80 ft2 2 E Insulated Bedroom 3 None 0.460000 12 6 8 80 ft2 3 S Insulated Bedroom 1 None 0.460000 36 80 20 ft2 DOORS V # Omt Door Type Space Storms U Value Width Ft In Height Ft In Area 4 S N S W E E Insulated Bedroom 1 Insulated Kitchen Insulated Kitchen Wood Living Room Insulated Family Room Wood Family Room None None None None None None 0.460000 36 0.460000 30 0.460000 36 0.460000 6 0.460000 4 5 0.460000 4 5 80 80 80 6 8 7 7 20 ft2 16.66666 20 ft2 40 ft2 30.91666 30.91666 5 6 7 8 9 WINDOWS Orientation shown is the entered, Proposed orientation. / V # Wall Omt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 N 1 Metal S 2 Metal W 3 Metal S 4 Metal S 5 Metal N 7 Metal N 10 Metal W 12 Metal N 13 Metal E 14 Metal S 15 Metal S 15 Metal Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes 0.94 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 24.0 ft2 0 ft 0 in 0 ft 0 in 12.0 ft2 0 ft 0 in 0 ft 0 in 60.0 ft2 0 ft 0 in 0 ft 0 in 15.0 ft2 0 ft 0 in 0 ft 0 in 15.0 ft2 0 ft 0 in 0 ft 0 in 9.0 ft2 0 ft 0 in 0 ft 0 in 18.0 ft2 0 ft 0 in 0 ft 0 in 40.0 ft2 0 ft 0 in 0 ft 0 in 47.4 ft2 0 ft 0 in 0 ft 0 in 92.7 ft2 0 ft 0 in 0 ft 0 in 30.9 ft2 0 ft 0 in 0 ft 0 in 16.9 ft2 0 ft 0 in 0 ft 0 in None None None None None None None None None None None None None None None None None None None None None None None None 2 3 4 5 6 7 8 9 10 11 12 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 4210.5 231.15 434.72 0.3450 9.8363 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 17 kBtu/hr 1 sys#1 COOLING SYSTEM J # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit Central Unit Central Unit Split Split Split SEER: 13 60 kBtu/hr 1800 cfrn SEER: 13 18 kBtu/hr 540 cfm SEER: 15.75 30 kBtu/hr 900 cfm 0.75 1 0.75 1 0.75 1 sys#1 sys#1 sys#1 1 B 1 C HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Retum — Air CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler CJFM P5 OUT QN RLF Heat Cool 1 Attic 6 642.1 ft Attic 160.52 Prop. Leak Free Bedroom 4 cfm 96.3 cfm 0.03 0.20 1 1 TEMPERATURES Programable Venting Thermostat: X Jan None Feb ki Mar , , X Feb Mar X Ceiling it Apr Fans: May x Jun X Jul X Aug X Sep X Oct 7x. Nov X Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Healing (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method AbDRESS: 9839 NE 13th Ave Miami Shores, FL, 33138- PERMIT #: i MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. / J Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. (/ Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. / V Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site- recovered energy. Off /timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Goncalves Residence AHU-3 Builder Name: Street 9839 NE 13th Ave Permit Office: Miami .1 City, State, Zip: Miami Shores , FL , 33138- Permit Number: Owner: Jurisdiction: 231000 Design Location: FL, Miami 1. New construction or existing New (From Plans) 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 4 5. Is this a worst case? No 6. Conditioned floor area above grade (ft2) 3210.5 Conditioned floor area below grade (ft2) 0 7. Windows(380.9 sqft.) Description Area a. U-Factor: Sgl, U=0.55 356.94 ft2 SHGC: SHGC=0.47 b. U-Factor: Sgl, U=0.94 24.00 ft2 SHGC: SHGC=0.47 c. U-Factor N/A ft2 SHGC: d. U-Factor: N/A ft2 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.470 8. Floor Types (3210.5 sqft.) Insulation Area a. Slab-On-Grade Edge Insulation R=0.0 3210.50 ft2 b. N/A R= ft2 c. N/A R= ft2 9. Wall Types (2100.0 s . ) I sulation Area a. Concrete Block - Int I ; 0 •=4.1 2100.00 ft2 b. N/A R= ft2 c. N/A R= ft2 d. N/A R= ft2 10. Ceiling Types (3267.3 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 3267.30 ft2 b. N/A Ft= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: Attic, Ret Attic, Ali: Bedroom 4 6 642.1 12. Cooling systems kBtu/hr Efficiency a. Central Unit 108.0 SEER:13.83 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 17.0 COP:1.00 14. Hot water systems a. Electric Tankless Cap: 1 gallons EF: 0.920 b. Conservation features None 15. Credits WHF Total Proposed Modified Loads: 67.97 Glass/Floor Area: 0.119 PASS Total Standard Reference Loads: 85.06 I hereby certify that the plans and specifications covered by this calculation are in complian - the Florida Energy Code. / .d/ 9' PREPARED BY -01----Al - ie Review of the plans and -11-1E specifications covered by this . calculation indicates compliance 4 with the Florida Energy Code. inAN., ,;',..T-, Before construction is completed this building will be inspected for _ compliance with Section 553.908 * Florida Statutes. BUILDING OFFICIAL* SrA '7-to•s• 0 0 DATE / - ,rs „ .c. I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT* DATE* DATE A2739fr4t - Compliance requires certification by the air handler unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Compliance requires a roof absorptance test in accordance with 405.6.2 - Compliance requires an air distribution system test report, by a Florida Class 1 Rater, confirming system leakage to outdoors tested at 25 pascals pressure difference in accordance with 403.2.2.1. is not greater than (96 cfm:Duct#1) PROJECT Title: Goncalves Residence AHU -3 Bedrooms: Building Type: User Conditioned Area: Owner. Total Stories: # of Units: 1 Worst Case: Builder Name: Rotate Angle: Permit Office: Miami Cross Ventilation: Jurisdiction: 231000 Whole House Fan: Family Type: Single - family New/Existing: New (From Plans) Comment 4 3211 1 No 0 No Yes Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 9839 NE 13th Ave County: Miami -Dade City, State, Zip: Miami Shores , FL , 33138 - CLIMATE V Design Location TMY Site IECC Zone Design Temp 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 System #1 3210.5 25684 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 Bedroom 1 243.75 1950 No 2 Bedroom 2 259 2072 No 3 Bedroom 3 297 2376 No 4 Bedroom 4 307.5 2460 No 5 Kitchen 352.5 2820 Yes 6 Living Room 980 7840 No 7 Dining Room 224.75 1798 No 8 Family Room 546 4368 No 1 1 1 1 1 0 0 0 1 1 1 1 0 0 0 0 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes 1 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes FLOORS V# Floor Type Space Perimeter Perimeter R-Value Area Joist R -Value Tile Wood Carpet 1 Slab-On -Grade Edge Insulatio Bedroom 1 71 ft 0 0 0 0 0 0 0 0 243.75 ft2 259 ft2 297 ft2 307.5 ft2 352.5 ft2 980 ft2 224.75 ft2 546 ft2 — 1 0 — 1 0 _ 1 0 — 1 0 — 1 0 - 1 0 — 1 0 — 0 0 0 0 0 0 0 0 0 1 2 Slab -On -Grade Edge Insulatio Bedroom 2 65 ft 3 Slab -On -Grade Edge Insulatio Bedroom 3 69 ft 4 Slab-On-Grade Edge Insulatio Bedroom 4 71 ft 5 Slab -On -Grade Edge Insulatio Kitchen 77 ft 6 Slab-On -Grade Edge Insulatio Living Room 129 ft 7 Slab -On -Grade Edge Insulatio Dining Room 60 ft 8 Slab -On -Grade Edge Insulatio Family Room 67 ft ROOF / V # Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3383 ft2 0 ft2 Dark 0.65 Yes 0.9 No 0 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 3210.5 ft2 N N CEILING V# Ceiling Type Space R -Value Area Framing Frac Truss Type 1 2 3 4 5 6 7 8 Under Attic (Vented) Bedroom 1 30 307.5 ft2 0.11 Under Attic (Vented) Bedroom 2 30 259 ft2 0.11 Under Attic (Vented) Bedroom 3 30 290 ft2 0.11 Under Attic (Vented) Bedroom 4 30 307.5 ft2 0.11 Under Attic (Vented) Kitchen 30 352.5 ft2 0.11 Under Attic (Vented) Living Room 30 980 ft2 0.11 Under Attic (Vented) Dining Room 30 224.75 ft2 0.11 Under Attic (Vented) Family Room 30 546 ft2 0.11 Wood Wood Wood Wood Wood Wood Wood Wood WALLS # C)mt Adjacent Cavity Width Height Sheathing Framing Solar Below To Wall Tye Space R -Value Ft In Ft In Arta R -Values Frantinn Ahcnr C;rarle °/ 1 N S W S S E N E E N S W N E S Exterior Concrete Block - Int InsuBedroom 1 4.1 14 8 112.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 1 4.1 14 8 112.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 2 4.1 19.5 8 156.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 2 4.1 15 8 120.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 3 4.1 15.5 8 124.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 3 4.1 20.5 8 164.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 4 4.1 21 8 168.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 4 4.1 16 8 128.0 ft2 0 0.75 0 Exterior Concrete Block - Int InsuBedroom 1 4.1 4 5 8 35.3 ft2 0 0.75 0 Exterior Concrete Block - Int Insul Kitchen 4.1 22 5 8 179.3 ft2 0 0.75 0 Exterior Concrete Block - Int Insul Kitchen 4.1 11 5 8 91.3 ft2 0 0.75 0 Exterior Concrete Block - Int InsttlMng Room 4.1 24.5 8 196.0 ft2 0 0.75 0 Exterior Concrete Block - Int Insinining Room 4.1 14 5 8 115.3 ft2 0 0.75 0 Exterior Concrete Block - Int Insglamily Room 4.1 29 5 8 235.3 ft2 0 0.75 0 Exterior Concrete Block - Int Ins6lamily Room 4.1 20 5 8 163.3 ft2 0 0.75 0 2 3 4 5 6 7 _ 8 _ 9 _ 10 _ 11 _ 12 13 14 15 _ DOORS # Omt Door Type Space Storms U -Value FtWidth In Heightln Area 1 2 3 N Insulated Bedroom 1 None 0.460000 12 6 E Insulated Bedroom 3 None 0.460000 12 6 S Insulated Bedroom 1 None 0.460000 36 8 80 ft2 8 80 ft2 80 20 ft2 DOORS V # Omt Door Type Space Storms U Value Width Ft In Height Ft In Area 4 S N S W E E Insulated Bedroom 1 Insulated Kitchen Insulated Kitchen Wood Living Room Insulated Family Room Wood Family Room None None None None None None 0.460000 36 0.460000 30 0.460000 36 0.460000 6 0.460000 4 5 0.460000 4 5 80 80 80 6 8 7 7 20 ft2 16.66666 20 ft2 40 ft2 30.91666 30.91666 5 6 7 8 9 WINDOWS Orientation shown is the entered, Proposed orientation. / V # Wall Omt ID Frame Panes NFRC U- Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 N 1 Metal S 2 Metal W 3 Metal S 4 Metal S 5 Metal N 7 Metal N 10 Metal W 12 Metal N 13 Metal E 14 Metal S 15 Metal S 15 Metal Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes Single (Clear) Yes 0.94 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 24.0 ft2 0 ft 0 in 0 ft 0 in 12.0 ft2 0 ft 0 in 0 ft 0 in 60.0 ft2 0 ft 0 in 0 ft 0 in 15.0 ft2 oft 0 in 0 ft 0 in 15.0 ft2 oft 0 in 0 ft 0 in 9.0 ft2 0 ft 0 in 0 ft 0 in 18.0 ft2 oft 0 in 0 ft 0 in 40.0 ft2 0 ft 0 in 0 ft 0 in 47.4 ft2 0 ft 0 in 0 ft 0 in 92.7 ft2 0 ft 0 in 0 ft 0 in 30.9 ft2 0 ft 0 in 0 ft 0 in 16.9 ft2 0 ft 0 in 0 ft 0 in None None None None None None None None None None None None None None None None None None None None None None None None 2 3 4 5 6 7 8 9 10 11 12 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000300 2526.3 138.69 260.83 0.2070 5.9017 HEATING SYSTEM J # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 17 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 A Central Unit Central Unit Central Unit Split Split Split SEER: 13 SEER: 13 SEER: 16 60 kBtu/hr 1800 cfm 18 kBtu/hr 540 cfm 30 kBtu/hr 900 cfm 0.75 1 0.75 1 0.75 1 sys#1 sys#1 sys#1 1 B 1 C HOT WATER SYSTEM V# System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.92 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / — Supply — — Return — Air CFM25 HVAC # V # Location R -Value Area Location Area Leakage Type Handler Clfiff25 OUT QN RLF Heat Cool 1 Attic 6 642.1 ft Attic 160.52 Prop. Leak Free Bedroom 4 cfm 96.3 cfm 0.03 0.20 1 1 TEMPERATURES Programable Cooling Vent ng Thermostat: Jan X Jan None Feb Feb X Mar Ceiling X Apr Fans: May X Jun X Jul X Aug X Sep X OdX Nov k Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 - Electric Strip Heat 0% 1 - Central Unit FORM 405 -10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9839 NE 13th Ave Miami Shores, FL, 33138- PERMIT #: MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & controls 403.1 At least one thermostat shall be provided for each separate heating and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. r/ Ducts 403.2.2 403.3.3 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R -2 + accessible manual OFF switch. Mechanical ventilation 403.5 Homes designed to operate at positive pressure or with mechanical ventilation systems shall not exceed the minimum ASHRAE 62 level. No make -up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools & Spas 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor - retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site- recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating equipment 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R -19 space permitting. c% Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: /Z_ G 6 Z DATE: l2I 7 / 2 ontractor o Owner o Architect Picked up 2 sets of plans and (other) Address: TT 3 �' 4/E- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa me continue ing process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: ' I 1 9 11? PERMIT CLERK INITIAL: PERMIT # / I pC. - (0 (P CONTRACTOR: I V C A 2 - ' c 4 c SUBMITTAL DATE: \l/v 9\9, 1 , 2-" • ADDRESS: qtn `D A_\/ NAME: RESUBMITAL DATES: PROJECT TYPE: 4 V , + I1I ZONING FIRE STRUCTU L IMPACT FEES ELECTRICAL ice- HRSIDERM P UMBRA NOC ■ �.` 1+ :1. 1_ Miami Shores Village Building Department 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 Permit Type: BUILDING JOB ADDRESS: 2 3 9 Al E 73 `5I 23aln2 FBC 20 Permit No. Master Permit No. ' — 4 - f Z 1'A Z ROOFING City: Miami Shores County: /Ue Miami Dade Zip: 3-3 / 3 d Folio/Parcel #: Is the Building Historically Designated: Yes NO 7 Flood Zone: OWNER: Name (Fee Simple Titleholder): UA-60.4/ .3c3-57) G (.-- G Phone #: 301". 733 . 3 ¢2 Address: cP 39 "°--- /31L1. 14- 414E. City: il% /9 S/4-04.&-) State: 5— Zip: 3 3 0Z. 8 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: / ��' ' 1^'1 City: R /e%4-13. Qualifier Name: Cam. t2J /7�'''N State Certification or Registration #: 76 &' Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: C01.1-)7'1,14/ e D&,J CO, .5 .. 51 Phone #: .5 3 6.3?P7 State: Zip: `3.5 o .7 Phone #: T 3'G ° 3 d' 7 7 / Certificate of Competency #: Z 92 4 ;; ft ® , e--4>A. Value of Work for this Per a " y Square/Linear Footage of Work: Type of Work: Desc ONew ORepair/Replace .,36 m/0- Demolition C AC,..) Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 ' oved and a reinspection f ill be charged. �. iii PA/ The for • is ent was ac ,9 day of ,212 ,by tification and who did take an oath. Signature The for day of h ::o mg t was ac 201 b to d a, d efor to me or who has produced as identification and who did take an oath. NOT Y PUBLIC: Sign: Print: My Commissi Commission assn. Through National Notary ,,,. ° Bonded ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Miami Shores Village Building Department 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 No. Master Permit No. . C - z-1 - / 2- - 64 Z Permit Type: Electrical pp OWNER: Name (Fee Simple Titleholder): 1�c, ,� tA%u� O f, LL �_ Phone #: `' 53 6 - g97 Address: q 9 -'74 a 12'. Ave, City: /fit ' SL c S State: Zip: 33/3- Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: e f' e I- $3 9 411= l5 h /¢v City: Miami Shores County: Miami Dade Zip: 3 3 / 2' Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: .A't "-r' Phone#: $C25 KZl -SZOS- Address: 1(.02 5Z- )) t.) 7? k 14Y e City: 11-1 ei tv, ; I- I/. PS State: / / Zip: 30 i (p Qualifier Name: A i'.s ' e) Ps (24, Yes - C>f v Phone#: State Certification or Registration #: C _ 6 ©O t 7 Z Certificate of Competency #: Contact Phone #: .. r) YZ -S z S Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address New ORe air/Re lace Description of Work. `" w 0. re p c SSc- /,' -i /c gat) 7? '4QA.-1° **** * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** Fees************* ** * * ***** * * * * * * * * * * *** * *** * **** Submittal Fee $ Permit Fee $ ;.0.-- ' P 69 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ r ubding 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 re construction in this jurisdiction. I understand that a separate permit must be' secured for FT.F.,CTRICAI, WORK regulating WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC' PLUMBING, SIGNS, 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 promise in good faith that a copy of the notice of commencement and coven with an lien ea value rochure will b whose property is subject to attachment Also a certified copy of the recorde notice of commencement must for the first inspectio � which occurs seven (7) days after the building per it is issued. ,'In the absence o inspection will no :e approved and a reinsliec.: ee will be charged. The fore day of Sign: Print My Commission Expires. * * * * * * * * * * * * * * * * * ** APPROVED BY * * * * * * * * * * * * *y (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 500, the applicant must livered to the person e posted at the job site uch posted notice, the Signature Contractor The foregoing instrument was acknowledged before me this 27 1 day of itvew ,20 rz,b3' /'t's `o °g>s i���� G � /G > d/ who is Rersonally known to me or who has produced as identic lion and who did take an oath. NOTARY PUBLIC 'c l� Plans Examiner Sign: Print: My Commissio 1 • KARELVALDES Al MY COMMISSION i EE 134856 EXPIRES: October 2, 2015 Bonded Thm Nobly PubBeurdenv ers • M Zoning Structural Review Clerk PERMIT # f - C G L W(0 /- CONTRACTOR: NC- CO} ISTfra 3 J #LQ,12_ I Al O _ SUBMITTAL DATE: ADDRESS: CI,(6 NAME: RESUBMITAL DATES: PROJECT TYPE: t \11--. klitinIO1 dr/3 ,/;.2 dri.- ZONING I FIRE c)\k4V ST CTURA6J X i I CT FE S l)C ELECTRICAL 1."4"--7 C HR 1DERM k 2/f -l"2/' PLUMBING NO MECHANICAL BLDG IV 4ir \D ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 180339 Permit Number: MC -10 -12 -1974 Scheduled Inspection Date: May 06, 2013 Inspector: Perez, JanPierre Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: CENTRAL AIR PLUS CORP Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132050090500 Phone: (786)295 -3861 Building Department Comments INSTALL A/C SYSTEM 3 TONS MOV, EXISTING A/C CONDENSING UNIT Infractio INSPECTOR COMMENTS Passed Comments False (1-2-g 5`b113 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 06, 2013 For Inspections please call: (305)762 -4949 Page 4 of 48 ai Miami Shores Village Building Department 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 Permit Type: MECHANICAL JOB ADDRESS: q U 3 NE 13 At 1E(MgWM Neil NOV 3 6 2012 BY: voe°oo eeemeooeooe FBC 20 Permit No. V `C) a pr zr Master Permit No. / I City: Miami Shores County: Miami Dade 33139) Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): '3(C86Z Phone#: Address: atIt) 14E t,( ,J-4/) .i.ic' City: Au State: T1 _ Zip: O Tenant/Lessee Name: Fn, �(�/jp q .- 064 Phone #: � Email: deft CONTRACTOR: Company Name: C6i/Te4L / / PL 1- aged Phone#: ,3a' -7 r,Z —7763 Address: 479/6)4L1( 41,e '2C City: 14A4 State: l -4 Zip: 3/z per' Qualifier Name: '�'' t CO ZE EWE-2 Phone #: 3tP01",r�r+Z"'r` b3 State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddress OAlteration Description of Work: e.� e d ®� C 'cdy 4 e� ONew ORepair/Replace ODe lition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** Submittal Fee $ Permit Fee $ /S Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 z CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ t. Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if • . licable) Mortgage Lender's Addre City State Zip Zip Application i, ' ereby made to obtain a permit to do the work and tallations as indicated. I certify that no work or installation has commenc- . prior to the issuance of a permit and that all wo will be performed to meet the standards of all laws regulating constru ion 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 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 proved and a reinspectio ee will be charged. The foregoing instrument was cknowledged before me this 30 The foregoing instrument was acknowledged before me this day of NOV , 20 12; by Efs i cc aG DOPLAT CilM.V1S day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced Pc. ) tZ (U fL. U C As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ,- t• CASTELLANO ilY COMMISSION t EE 845949 EXPIRES: January 31, 2015 "4.w Ftde~ &tided Thu Budget Wry $ento as identification and who did take an oath. NOTARY PUBLIC: * * * * * * * * * * x *** * * * ** x*** x�x:x�* ** * * * * * ** * * ** * *+u�x�x�x�xx�x�� * ** *�x�x�x�x**** �x ** * * * * * x ** APPROVED BY Plans Examiner Structural Review Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Sep 25 12 12:12p Central Air Plus Corp Sep.25. 2x12 10:18AM TORRES INSURANCE AGENCY 3058256719 p.1 No, 7811 P. 1 AcO CERTIFICATE QF LIABILITY INSUURA CAE , I 9II elIDIMeR (305)512-5990 FAX; Tarrlae Ilhlau>r`i�aes Agency I>nfi. 6135 NW 167 BTRBET 4 32 5 Miami Lakes EL 33015 ISSUED AS MATTER INFORMATION -' ONLY AND CONPEN* N4 RIGHTS UPON THE CERTIFICATE AUDI ITCOVERAGE EDY HPLIC EXTEND OR TH AFFORDED BELOW. INSURERS AFFORDING COVERAGE NANO 0 IIOLmeD C errtra►1 ,r Plus Carp 4759 Palm Ave 8uits1124 Riallaall FL 33012 MISURBIk Acsoidant Tnauranao IeaaER&HSHunMt Vernon Viva oauoroc:Aaaoaiatad Industries INSURER MUREX a: j {{�� MAGES THE POLICIES REQUIREMENT. THE INSURANCE . cg- c. OF INSURANCE LISTED BELOW TERM OR CONDITION OF ANY AFFORDED BY TIME POLICIES I ,. or - ..d .7. ,. .. .: _ ;14 HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER kitriNDIbiNTEIL NOTWTHSTANDWQ ANY CONTRACT OR DINER DOCUMENT WITH RESPECT TO WHICH THIS CERUFICATE MAY BE ISSUED OR NAY PERTAIN, DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND COMMONS OF SUCH POLICIES. .1 * • -1 .. + *. : IN9R S� l► NM twma TYPE ORIN9UNANCE POLICY MAIM CECB , i ,..u, POLICY - ■ ,), • N ,. ,- I ,, h34ii LlfYiTB , MINERAL LIABILITY CYPOCOS512.00 9/23/202.2 9/29/2013 1,000,000 X wow LIABILITY �.I, 105, 000 CLANSMAN a' + 1 $ 8,000 $ X 01,000 VD Dod .,ptE:QF.Npu►rtteAaoe�.2n! p R r.N 1 &MN PILIORY 9 1,000,000 •__, per Clam csos a 2 000, 000 Cr 4.AGORENATIILpIW�I'AWNSPet p x PoIicrc.[ ( 11 LOC FRODCTB.c:ommon as f 0 3.,*00,0*0 mamma `• ._ LIANUTT ' ANY AUTO ALLCWNEDAUTO$ 9CINIXILEDAUTOe . HIRES AUTOS NON.OWNEDAUTOS COMBINED SINGLE LIMIT (Ea wade* 5 BDmLY UMW IFS serwiN i • BODILY *WRY INN Woo) S PROPERTY DAMAGE tFIII 5 r�l.i� H 0ARAGS u*ELIIY D ANY AUTO AUTO are.Y- eAAtdcGIrr a OTM6RTNAN FI►A6C A AU OOMO.Y; Ara* $ titcennitaligeua w►oIUrt x1.2,0$0ip0A 1043/2012 10/13/2013 noviatescruatragma a 5, 000,000 x *ma ■ CIAIMsMIADE : , , 5 000,000 �—t 71 oEauCTuan BEIENTttM I moo /mom o?ia tzasi ; 5,000,000 Amway, i ea+man= A 5,000, 000 5 I C ....anon SON AND E L ANY PRoPRIE501GPARTNEREXECUTIVE oFF'ICFRJNI mssREXCLII'0807 try . maartrurdK can PHINIE oN8 Dow AMIRS0111904 8/2/2012 6/2/2013 X 1 1a I ]w I AL. sA0M ACCIDEMr I 1,000,000 EL.III8eA8@•eAElt'1P'IAYEE,4 1,000,000 ILL, DICE • Facuolow .9 1,000,000 MIN 0E5CRIPTIDN OF ONNNATION5A,OCATIONIN ACIANANCLUSIONE AIDED BY 51100 116eN!NT/NPACIAL FR IINIO s$ A.LN Conditionilay (sastallatica A MT.apa:r) NadcaaiDal Contractor 311aaMk,,t AdditiArkal inenrad Zea3u4a6 (305)756 -9972 Miami Shares Village Balding Pep rt2aeult 10050 NE 2nd Ave Miami Shores, FL 33139 ACORD 26 (2001108) CANC1 LLATIICNi BM001.0 ANY OF Ti[a AWNS DENONNED FOLION eE CAIICBI.LED BEFORE THE issou TION DATE 7HER5OF, TILE ISSUING UINUIRNN NU. ENCIPAYON TO MAIL 10 Om WRITTEN tame TO THE comrmovre BOILER NAMED TO The LMT, our FAILURS 70 DO SO *ALL WPM N* QEUCAT R M LWu of ANY MD UPON The INSMER. ITS A Q MIN 'IL' AUTNONIZEC AEPIUMMTAMIE . , RD CORPORATION Toes 44 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 12- /97 L1 Permit No. Master Permit No. ,ecd- 4.,2 -66 2 Permit Type: MECHANICAL JOB ADDRESS: %/ /V E l&,4P/6"- City: Miami Shores County: Miami. Dade Zip: 331 3 g Folio/Parcel#: H. B7- S. 00 9 . ®b Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 319 -Ct :" °-5454� / L C- Phone#: 3 05 . -733.34 2a Address: '7613, / 3'4- -- City: '1/,, ! e �d v.z ''� State: L Zip: 33 /7a Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CAE re4L 444e PIIsgaeP. Phone#: 7 2 ,6Z0 3 Address: 47:5 7/0„ft/Y,0 #4?" City: /1/4 State: I L. Qualifier Name: OE /%'4 /of, 44),PEZ Zip: 3 '// Phone#: State Certification or Registration #: 14 II.3 arae o Certificate of Competency #: ©,,Z'#1d409O Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /�' '` � Square/Linear ootage of Work: Type of Work: DAddress !f i +teration ONew II MM ___ iar Ear,m. 411 Description of Work �4 6- � 6'c- 3 4-0A b cae" S-..�c f sr" '' 6 44 C co is ° e-M5E"7t..- VA 1, I ee ees** ses *s** * * * * *** * * *oses *** *s *** *s* c a * ****** *** * *a ******** * ** ** s* ****'max**** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 15? SO DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ I .2A- 4 Of 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 mode 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 ELECTRICAII W9RK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BORERS, 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 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 b'. 'proved and a reinsper. ,n fee will be charged Signature 4 ill ` i Signature The foregoing instrument was acknowledged before me this iS141 The foregoing instrument was acknowledged before his= �S day of S'L1 T. , 20162 . by 14144 fial u1 G LV1s i of ., O-SZ by 4444,--. 69�� -� who is personally known to me or who has produced rt,OL who is personally known to me or who has produced - As identification and wh. di. - ' ath. as identification and who did take an oath. NOTARY PUB C%-:1"" ;;"•., docetvat �. Bui#o0 NOTARY PUBLIC: a cu' ,�, 1 �� Notary Public - State of Florida My C �'.. .,r yea dun 15, 2015 tigi, /U1,11 <s4,∎fij` 68907 ' iG Sign: Print My Commission Expires: 66 - * * * ** * * * *e * * * * *a* :* *s* APPROVED BY v************************* 7 Plans Examiner Structural Review Revised 3 /12,2012)Revise d 07nW/07)( Revised 06110i2009XRevisead 3115/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 173686 Permit Number: PL -5 -12 -880 Scheduled Inspection Date: May 06, 2013 Inspector: Hernandez, Rafael Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project <NONE> Contractor: ORLANDO PLUMBING Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (305)731 -3715 Building Department Comments PLUMBING WORK FOR INTERIOR REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 06, 2013 For Inspections please call: (305)762 -4949 Page 2 of 48 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7951204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: PLUMBING JOB ADDRESS: 961 3 7 /3-44 AVE la MAY ti ` Z s� A A t FBC 20�� Permit No. P 1, 3 a) Master Permit No. tC ' 12- C 2 .. City: Miami Shores County: Foliolparcel #: // 3S — O ®9 O SZ'1c� Miami Dade Zip: -3 3 / 3 e Is the Building Historically Designated: Yes Flood Zone: OWNER: Name (Fee Simple Titleholder): 7- 4 .&Q' 3 9 p �L Phone #: � 733. 3426 0 , :'. /. 5' t)Iyk= 200 Address: g®® E City: Tenant/Lessee Name: Phone #: Email: State: FL- Zip: .33 /co o CONTRACTOR: Company Name: Address: 9 "-*' City:�cL Qualifier Name: State Certification or Registration #: � �� '/-_57 Contact Phone #: Ode L,974.04.3 R- -U/Yot ; r-C 772 sf State: ,P� re/ 5./ Phone #: 30�, 73/ , 37/5 Zip: -�3/ 1 Phone #: ,p3 2 54,339 f.�' Certificate of Competency #: ��5 Email Address: ,,e2®� DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ i5, 2490- Type of Work: ❑Address Alteration Description of Work: r 2 f Square/Linear Footage of Work: ONew ORepair/Replace ❑Demolition a --#4 5' 7 � r****** ******* ** * **r ** * ** *** * ** *** **** *Fees *** ** * ***z* * **** * * *** * ** *** ****** * ** * **** ** Submittal Fee $ Permit Fee $2 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ , ° a 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 commencem = must osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a ence "such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this day of �. ,20 i2, by g',1rztQoE DO PLAT who is personally known to me or who has produced FA n-.0 A CRl u l_l 2 L - C - As identification and who did take an oath. NOTARY PUBLIC: !3 Sign: i� 11LICISSabV, . Print: Lc.a 2 r f ci22.6. .G5 My Commission Expires: 41.Y.-P.% LUZ HENRIQUEZ BURGOS * MY COMMISSION # EE 031331 EXPIRES:January 31, 2015 99A4099449Y9 k9Yi4****9*YFd14tiaY4PI fiti * ****** ** ******* *** * ********** ontractor The foregoing strument was acknow�lte�d ed before me this a day of ,20t -,by %/ flit r1e.a , who is personally known to me or who has produced J kcier- i%c.en as identification and who did take an oath. NOTARY PUBLI Sign: Print: iOneil My Commission Exp APPROVED BY �.► •I Notary Pubis State of Florida Yanet Diaz My Commission EE016129 4-3 `- Plans Examiner Zoning Structural Review Clerk (Revised3 /12/2012XRevised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09) JEFF ATWATER CHIEF FINANCIAL. OFFICER - i 02 -09 -2012 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: 02/09/2012 EXPIRATION DATE: 02/08/2014 PERSON: MESA ORLANDO FEIN: 271302589 BUSINESS NAME AND ADDRESS: ORLANDO PLUMBING CONTRACTOR CORP 9240 SW 72 STREET STE 114 MIAMI FL 33173 SCOPES OF BUSINESS OR TRADE: 1— CERTIFIED PLUMBING CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), 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 440.05(12), 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 440.05(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 after the filing of the notice or the issuance of the certificate, 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 certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 413 -16 • O yY' 7 Y YC • \ate. /41 DO NOT FORWARD ORLANDO PLUMBING CONTRACTOR CORP ORLANDO MESA DIAZ 9240 SW 72 ST 114 MIAMI FL 33173 h1H1711h1, 1111111 ,1111111,1111111dIttttithrYl0114 Apr. 17. 2012 1:45PM No. 3046 P. 1 ' CERTIFICATE OF LIABILITY INSURANCE 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. r DATE (MMIDDIYYYY) 04/17/12 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) Must be endorsed. It 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 cettincate holder in lieu of such endorsement(s). PRODUCER Estrella Insurance 0141 3000-A NW 361h Street Miami. FL 33142 Phone (305)635 -5335 INSURED Orlando Plumbing Contractor 1085W78ST #25B HIALEAH, FL 330140000 Fax (305)635 -0963 3057313715 NAME: Janet ENE9, E,I (305)835 -6335 AGGRESS: Manager1416ea1re11ainSUranca .com INSURERS) AFFORDING COVERAGE Ascendant insurance INSURER A : INSURER B: INSURER C : INSURER D: INSURER E : INSURER F • IA/C No): (305)835 -0963 NAIL # 10790 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. MISR ADDLSUBR POLICY EFF POLICY_ F.�(p_ LL TYPE OF INSURANCE INr�R yyVp POLICY NUMBER JMM ■ D/YYYY MM � DreMr GENERAL LIABILITY A COMMERCIAL GENERAL UASILITY ❑ ❑ CLAIMS -MADE R1 OCCUR GENII AGGREGATE LIMIT R APPLIES PE POLICY ❑ JECT . D I*J LOC AUTOMOBILE LIABILITY • ANY AUTO ❑ ALL OWNFA t—� SCHEDULED AUTOS 1 I AUTOS MED ❑ sWNED n I IIR u ❑ ❑ UMBRELLA LIAR ❑ o=ra n EXCESS UAB U CLAIMS -MADE U DED fl RETENTION 5 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY CERO/M©BER EXCLUDED? ECUTIVE (Mandatary in NH) II yea. describe under DESCRIP PION of OPERATIONS bolcw GL- 37278 -0 NIA Exemption 06/11 /2011 08/11 /2012 LIMITS EACH OCCURRENCE DAMAGE TO RENTED EMISES/Ea occurrence) MED EItP (Any cne •ereon PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS • COMP/OP AGO COMacBIINU D SINGLE LIMIT cane BODILY INJURY (Per person) BODILY INJURY (Per accident) s 1,000,000.00 100,000.00 s 5,000.00 1,000,000.00 a 2,000,000.00 s 1,000,000.00 a OPEN Y er /rccidde,rt7 DAMAGE EACH OCCURRENCE AGGREGATE n TTGRY UM Ts u 'rH EL. EACH ACCIDENT E L DISEASE • EA EMPLOYE EL DISEASE . POLICY LIMIT S 5 5 $ S S S S DESORIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, It more apace Is required) Plumbing Residential or Domestic CERTIFICATE HOLDER Miami Shores Village 10050 NE 2 AVe Miami Shores, FL 33138 Fax: 305-755.8972 ACORD 25 (2010106) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE RIchard Estrella © 1888 2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Jun, 15. 2012 11:21AM 1t2_ »0No. 4103 P. 1 CERTIFICATE OF LIABILITY INSURANCE AC R 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. ru.,.(MINDDANYY) 06/15/12 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(Ies) must he endorsed. If SUBROGATION 15 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 endorsoment(s). PRODUCER Estrella Insurance #141 3000 -A NW 36th Street Miami, FL 33142 Phone (305)635 -6335 INSURED Orlando Plumbing Contractor 9240 SW 72 St Suite 114 Miami FL 33173 Fax (305)635 -0963 305- 731 -3715 CONTACT Janet NAME: _, PHONE' (306)636 -6335 ADD RLFSS• Manager141(Bestrellainsurense.ccm ra . No): (305)635 -0963 INSURER S AFFORDING COVERAGE INSURER A: Ascendant Commercial Insurance INSURER B : INSVR C : INSURER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN-SR LTR ., TYPE OF INSURANCE ADDLSURR POLICY NUMBER POLICY EFF POLICY EXP 111$13 CACO JMM/DD/YYYYLSMM/DDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000,000.00 ® COMMERCIAL GENERAL LIABILITY DAMAGE f RENTED 1,000,000.00 ❑ ❑CLAIMS -MADE PREMISES (Ea occurrence) $ A n OCCUR GL- 37278 -2 MED EXP (Any one person) S 5,000.00 I. 06/11/2012 06/11/2013 PERSONAL & ADV INJURY S 1,000,000.00 0 GEN'L AGGREGATE LIMIT APPLIES PER a 1,000,000.00 ® POLICY U Ptt0- ❑ IECT LOC $ 100,000.00 NAIC # GENERAL AGGREGATE 2,000,000.00 AUTOMOBILE LIABILITY El ANY AUTO r— U ALL TOS OWNED 1 .1 SCHEDULED ❑ HIRED AUTOS ❑ AUTOSED ❑ ❑ ❑ uMBRELLA LIAR ❑ OCCUR ❑ EXCESS LIAR U CLAIMS -MADE DED ❑ RETEIjfj WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N �ICER/MEMBER EXCLUDED? LU ECUTNE (Mandatory In NH) u If e, describe under DESCRIPTION OF OPERATIONS below NIA PRODUCTS - COMP /OP AGG Fire Damage Limit COMBINED SINGLE LIMIT (Ee accident) $ BODILY INJURY (Per person) S BODILY INJURY (Per accident; PROPERTY DAMAGE Iterimpidenll S S S EACH OCCURRENCE AGGREGATE S ❑ ORY EMIT&. n ER E.L. EACH ACCIDENT S E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, AddItIonal Remarks Schedule, If more space is required) Plumbing Residential or Domestic CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 Fax: 3057568972 ACORD 26 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Richard Estrella OD 1988.2010 ACORD CORPORATION- All rights reserved. The ACORD name and logo are registered marks Of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1,2 447-* Inspection Number: INSP- 190789 Permit Number: EL -5 -12 -881 Scheduled Inspection Date: May 09, 2013 Inspector: Devaney, Michael Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: MEGA ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050090500 Phone: (305) 828 -5205 Building Department Comments ELECTRICAL WORK FOR INTERIOR REMODEL Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173694. Need low voltage first. May 08, 2013 For Inspections please call: (305)762 -4949 Page 16 of 28 Miami Shores Village Building Department 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 Ui BYE Permit No. —/z Master Permit No. • LA t2 662- Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): X46$ 3850 LL __ C. Phone#: 9511'53 6' n91 7 Address: S 3 °k N . E . \3 ,Ave City: /\O * re 5 State: FL— Zip: 33 Y3 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: V ' 3°t N . E vg N\N Ave City: Miami Shores County: Miami Dade Zip: 3313 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: /Ala E 1ec -,C II, Phone#: 3©5' 8Z�- 52O Address: 162-52- N(A) 7q �h . Ave,. City: s P/ :rl; LG1ceS State: FL . zip: 7v 3016 Qualifier Name: AN( 1 ,(S,C Re l es - Go )Awn Phone #: 365 - 7 - 5 26 State Certification or. Registration #: EC C ®17l ? Certificate of Competency #: Contact Phone #: 5`4 2-7 5205 , Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: , Type of Work: Address (Alteration ONew ORepair/Replace ODemolition 'Reif* V, Kroh -ern k)A1 ‘room )h°19 h �hc4f Description of Work: in for• °\,®'r **** * * * ** * * *** * * * ** *** * * * * ** * * * * ** Fees * *** * * * * * * *** *4t* * * * * * * * **' a ` 41* * * *** ** Submittal Fee $ Permit Fee $ 15 ®b CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ DBPR $ Bond $ tj 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 e9imated value exceedin? $2500, the applicant must promise in good faith that a copy of the notice of commencement and constructi "n lien is Brochure will b livered to the person whose property is subject to attachment. Also a certified copy of the recorded otice . "eo encement most posted at the job site for the first inspection which occurs seven 7) days after the building permit/ is is ,'ed. I the abse, ce of j ch posted notice, the inspection will be approved and a reins p ction fee will be charged. r or Agent Contractor The foregoing instrument was acknowledged before me thi /sue- r _ The foregoing instrument was acknowledged before me this jr ��,� day of`- , 20 ��' ; by E Lft) , day of 5 L , 2012 ; by A1r►t5 ksA'e4 avArag ��s� zta 1 who is personally known to me or who has produced who is personally known o me or who has produced L-t to-cAs identification and who did take an oath. as identification and who did take an oath. NOTARY PUBL NOTA , s t LIC: Print: My Commission Ex ahu. /��L APPROVED BY an u, r a. _, . ANA M. ESTRECLA Notary Public - State of Florida 4 My Comm. Expires Apr 29, 2014 �.•° Commissio Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk This License rntiet be renewed on or before September 3t? of eac t MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 LOCAL BUSIMF.SS TAX RECEIPT 2012 FIRST -CLASS MIAMI -DADE COUNTY - STATE OF FLORIDA U.S. POSTAGE EXPIRES SEPT. 30, 2012 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 529532 -4 THIS IS NOT A BILL — DO NOT PAY RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 553266 -9 MEGA ELECTRIC INC STATE# EC0001728 16252 NW 79 AVE 33016 MIAMI LAKES OWNER MEGA ELECTRIC INC Sec. Type of Business WORKER /S 196 ELECTRICAL CONTRACTOR 3 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED ,w�n�oS MEGA ELECTRIC INC THE HOLDER'S QUAUFICA- ARISTIDES REYES GAVILAN PRES TIONS. 16252 NW 79 AVE PAYMENT RECEIVED MIAMI LAKES FL 33016 MIAMI-DADE COUNTY TAX COLLECTOR: 08/02/2011 60000000482 000045.00 SEE OTHER SIDE i,,iil,,ii,ii,,,,,,1i,ti,„ 1f „I in, r iti,,,i,ti9I hl CP STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD SEQ#L1007210116.9 LICENSE NBR 07/21/2010 108013007 EC0001728. he ELECTRICAL CONTRACTOR I Tamed below IS CERTIFIED ruder the provisions of Chapter 489. >c,piration date: AUG 31, 2012 DE LOS REYES-GAVILAN, ARISTIDES MEGA ELECTRIC, INC. 16252 NW 7.9TH AVENUE MIAMI LAKES FL 33014 CHARLIE CRIST GOVERNO4 DISPLAY AS REQUIRED BY LAW CHARLIE LIEN INTERIM SECRETARY CERTIFICATE OF LIABILITY INSURANCE DATE (MM!DD/YY) 07/25/12 PRODUCER Floridian Consultants Insurance 9371 S.W. 40th St. Miami, FL 33165 Phone (305)225 -9711 Fax (305)225 -7477 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MEGA ELECTRIC INC 16252 NW 79 Ave Miami Lakes, FL 33016- 1 (305) 828 -5205 INSURER A: SCOTTSDALE INSURANCE COMP INSURER B: PROGRESSIVE INSURANCE COMP INSURER C: COMMERCE & INDUSTRY INSURANCE CO INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR NERD INSRD TYPE OF INSURANCE POLICY NUMBER DATE (MME /DDiYYY) DATE (MM /DDJY�YYYN) LIMITS A ❑ GENERAL LIABILITY �pS0995827 06/11/2012 06/11/2013 EACH OCCURRENCE 1,000,000 0 COMMERCIAL GENERAL LIABILITYMia DAMAGE TO RENTED PREMISES (Ea occurrence) 100,000 MED EXP (Any one person) 5,000 ❑❑ CLAIMS MADE 0 OCCUR PERSONAL & ADV INJURY 1,000,000 ■ GENERAL AGGREGATE 2,000,000 ■ GEM AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 2,000,0GENT. V POLICY ❑ PROJECT ❑ LOC B ❑ AUTOMOBILE LIABILITY 05351579 -1 03/25/2012 03/25/2013 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 • ANY AUTO BODILY INJURY (Per person) • ALL OWNED AUTOS V SCHEDULED AUTOS V HIRED AUTOS BODILY INJURY (Per accident) 0 NON OWNED AUTOS • PROPERTY DAMAGE (Per accident) ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC • AUTO ONLY: AGG C ❑ EXCESS / UMBRELLA LIABILITY EBU026045296 06/23/2012 06/11/2013 EACH OCCURRENCE 4,000,000 AGGREGATE 4,000,000 V OCCUR ❑ CLAIMS MADE • DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR / PARTNER / FYFCUTIVE OFFICER / MEMBER EXCLUDED'? (Mandatory in NH) If describe under SPEIAL PROVISIONS below ❑ WC STATU- ❑ OTH- TORY LIMITS ER E.L EACH ACCIDENT EL DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEH CLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ELECTRICAL WORK WITH BUILDINGS 30 DAYS NOTICE OF CANCELLATION EXCEPT 10 DAYS FOR -NON PAYMENT OF PREMIUM CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, Fl 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FELIPE GOMEZ ACORD 26 (2009/01) QF The ACORD name and logo are registered marks of ACORD A C R ©� � v_ CERTIFICATE OF LIABILITY INSURANCE DATE (MM1DDtYYYY) 0725/2012 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(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 JACKSON AGENCY INC 2075 WEST 76TH STREET HIALEAH, FL 33016- CONTACT NAME: PHONN Extr. (305) 824 -3464 I a, Not (305) 822 -8535 INC. AE DREss: Fbaez@ j aaksonagency. aom INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:SuSn1.eSS First Insurance Co LIABILITY COMMERCIAL GENERAL LIABILITY INSURED MEGA ELECTRIC INC. 16252 N.W. 79TH AVE MIAMI LAKES FL 33016- INSURERB: INSURER C: / / / / / / / / / / / / / / INSURER D: $ INSURER E: $ INSURER F: $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM /DD/YYYY) POLICY EXP (MM/DDIYYYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY / / / / / / / / / / / / / / / / / / / / / / / / / / / / EACH OCCURRENCE $ PREMISES (Ea Eoccurrence) $ MED EXP (Any one person) $ CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG $ GEN'L AGGREGATE POLICY LIMIT APPLIES PER: PRO- I—I LOC $ AUTOMOBILE UABIUTY ANY AUTO ALL OWNED HIR DAUTOS SCHEDULED NON-OWNED A / / / / / / / / / / / / / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PeaccinDAMAGE (rrdet $ $ UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE / / / / / / / / / / / / EACH OCCURRENCE $ AGGREGATE $ $ DED I I RETENTION $ pj WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE a OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N /A 521 -01440 12/07/2011 / / / / / / 12/07 /2012 / / / / / / . l TORY LIMITS I ()R- E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - FA EMPLOYEE $ 1,000,000 $ 1,000,000 E.L. DISEASE - POLICY LIMrf / / / / / / / / DESCRIPTION OF OPERATIONS / LOCATIONS/VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION ( ) - MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES I ( FL ) - 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRES NTATIVE ACORD 26 (2010/05) I NS025 (201005).01 © 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Permit N. 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 Owner's Name (Fee Simple Title Holder): eck3on Y 50 U C Owner's Address: Gg 3ei NE 13 {h Ave City: M ;am-. S) -ox-eS State : FL-- Phone #:q5y -S36 3Fct Job Address (Of where work is being done): q23Ci dJ E \3 Aye Zip Code: 3 -6 \3 City: ' Miami Shores State: Florida Zip Code: .1313$ Contractor's Company Name: Me3q E\ec\ r, c arc, Address: \6252 N4j -?94' Ave City: ;o m LAK.tS State: )/ Qualifier's Name : A \ -■&es Iqel e5 -G (AV ! \rnf Phone #: S • 8Z 3 s 5706 Zip Code: 330) 6 Lic. Number: EC -000172-E Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: 1- `n-2.r -‘p r .gemO e-\'‘ I hereby certify that the work has been abandoned and /or t unable or unwilling to complete the contract. I hold the Miami S► • -s harmless for all legal in Signature ifili /1 i/�, Signature ��� ;'� ' Contractor or Architect The foregoing ,'� : aknowl =� ed before me The foregoing instrument was aknowledg this dray of 001,2C1 1,14 r J2 -t.t. - P1'itis 1.-G day of JvVi , 20 by \Z- contractor /ar uil g Official a Iv -. ' ent hitect is e befor Who is personally known to me or who has produced cris as indentification. Notary Public: Sign: ,\0 S SI /Ver vreAg ,6l Seal: ion t :0:11:1111:::::: who is personally known to me or who has produced as indentification. Notary Public: Sign: Seal: KAREL MY CON/MS�ONNEE 34856 EXPIRES: ocher 2, 2015 Bonded mm Notary Politic Underwriters Miami Shores Village Building Department 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 Permit Type: Electrical / JOB ADDRESS: 0 3 47 Ale ` a. City: Miami Shores County: Folio/Parcel #: // - 2 d S a p MAY ,1 7.2�l o2 �V BY: FBC 20 Permit No. 1-J Master Permit No. Miami Dade Zip: 3313 P Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 134a bA) 3E3 1- W.. Phone#: Address: J-07° O NO 3 O q-v� % -rid / 72. .212.0 City: A1' i4 State: 0.4 4716 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: l l /%e ii r€LIf' C `ce;PC1(Cephone7.1j C-- 3Q! -- ?Kt:- t/f p/ Address: /J—aS•( /�� po _ 1 City: 4/ .4/f/ Cf !7/ y State: Zip: ('3 p� ( Qualifier Name: (6 0 WCt � 1�!(.� I Phone#: 3rl— G (a-Vg�� State Certification or Registration 6-CZ #: C TS"- 00 0 3 � Certificate of Competency #: ti Contact Phone #: T�S� 7 (J 1 ! t ' Email Address: i el -. /&b.' C_. ® h 071"1 Q'/ c DESIGNER: Architect/Engineer: Phone#: . Zip: 3'3 / g O dm Value of Work for this Permit: $ 7' /SD Square/Linear Footage of Work: Type of Work: UAddress DAlteration ONew ❑Repair/Replace ODemolition Description of Work: �� ! 401 174 4 L wIw Ot-'Lt 7Z/ .gstiea - SA1twIC E E-' 1. ILeZod.40,' A 14ti-r /#ar 7:0d1.4.' 4 .taoM o 4X4V71.4 ti h'-'' .44 Apse" * * * ****** **** **** * * *** * * **+x +*** ** ** *** Fees **** ******** * **** *********** * * * *** **** * * * * ** Submittal Fee $ Permit Fee $ Z..170' #2_5— CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE 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 FT ECTRICAL 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 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 g wr// reI _, / fi�� acknowledged before me this i 041 The foregoin ; strument was acknowledged before me this /0 6c, Contractor The foregoing ins day of t`IAY , 20 tL, by CN@.iQoe Do PLAT C-,AWkS day o who is personally known to me or who has produced FL. wh D12.tU8L, l tC • As identification and who did take an oath. NOTARY PUBLIC: Sign Print: Lt t2 - l €N2tQv 2G.65 atio. My Commission Expiree,„;P.s4c WZHENRIQUQBURGQS * MY COMMISSION I EE 031331 EXPIRES: January 31, 2015 APPROVED BY r who has produced as identification and who did take an oath. NOTARY UBLIC: 2_c . /T (i.'/Ye V Plans Examiner Sign. ,, , 1y.�..w1 i1r, a7 `` Notary Public - State of Florida 1 My Comm. Expires Apr 30, 2018 ym' - e Commission # EE 104095 ........... Sole! Through National Notary Assn. * * * * * * * * * * * * * * ** *tit *T�• * 1r*tmx ox wr* *ate U_; :1 J :. ommissio Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the maiipiece, or on the front if space permits. 1. Article Addressed to: 17 an' & Le c.-» is S atd'r j J J') A/C Ai-t . )(hr -/„ I) I rirr i / L. 3 3/e/ CMPLET= THIS SECTION ON DELIVERY A. Sign X re ❑ Agent 07> 'r V 3 0 Addressee Ived bw(Printed Marne C. Date of Delivery 72,312._ D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3 Tjrpe ed Mall Express Mall ❑ Registered Return Receipt for Merchandise ❑ Insured Mall 0 C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2- (tite=r.,..., ,3 6f 3 G` 2- 115- S Form 3811, February 2004 Domestic Return Receipt 102595-02 -M -1540 UNITED STATES POSTAL SERVICE I 0 0 I First -Class Mail Postage & Fees Paid LISPS Permit No. G-10 • Sender: Please print your name, address, and ZIP +4 in this box • NCR 1 qf 3 J Su, 'S7 Vii, e, war -FL 3 3 °.2-7 i itt�iittllxttt�a�1# 1l llttittl4lttlttii�tt��ttilla ltyif� NCR CONSTRUCTION CORPORATION General Contractor CGC #1507681 14835 SW 54th St , Miramar , Fl 33027 Phone: 954-536 -3897 Fax: 954- 441 -1028 ,July 19, 2012 Metro Electric Service Inc 15050 NE 20 Ave North Miami, Fl 33181 Attn. : Sarrow, Douglas Ref . Goncalvez Residence. 9839 NE 13 Ave Miami Shores, F133138 Permit # RC- 4- 12-622 Permit # EL -5-12 -846 Due to the fact that you are occupied with other projects, I wanted to notify you that you are unfortunately no longer part of this project. Thank you for your time and understanding. Carl •—• '.00ffguez NCRonstruction Corp Pretident Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 Inspection Number: INSP- 178038 Permit Number: RF -7 -12 -1442 Scheduled Inspection Date: January 16, 2013 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: NCR CONSTRUCTION CORP Permit Type: Roof Inspection Type: Final Work Classification: Hurricane Mitigation Phone Number Parcel Number 1132050090500 Phone: (954)536 -3897 Building Department Comments RETROFIT (ROOF TO WALL CONNECTION HURRICANE MITIGATION) Passed -A4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 177654. CREATED AS REINSPECTION FOR INSP - 176555. CANCELLED BY CARLOS January 15, 2013 For Inspections please call: (305)762 -4949 Page 6 of 37 E itE Miami Shores Village Building Department 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 Permit Type: BUILDING ) JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 3 3 / 3 8 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 98 /34A- AvF . i3i . ( ,7 ,- JuLc` Y:./..1/%':"----- FBC 20 Permit No. -12� i 442 Master Permit No. R t" ) 2.--1440 ROOFING OWNER: Name (Fee Simple Titleholder): 134 6 u �✓ 3 8577 L t Phone#: go-45347. 3 E 9 7 Address: g 153 ? /c-• r' / City: /4 #tM+ S/4o ttti Tenant/Lessee Name: Phone#: Email: State: L Zip: 33/38 CONTRACTOR: Company Name: A.,C,Ae C.491,of TR- w>---te:x0✓ e° Phone#: 7 S-4'• 53' , 3 S `If 7 Address: % 44'3 5- SiA.., SZ `" S� ' City: r-r i g 444 i4--A— Ste: -T-co "Act a Tp: 3302.7 Qualifier Name: C:442. Gc.s 4, ° O "4. .1...t="2. Phone#: 9.4. S 3 6 . 3 r17 State Certification or Registration #: C G C / Sb 7 6 ss' / Certificate of Competency #: Contact Phone#: 9 0.'4 3 6.3 8 9 7 Email Address: DESIGNER: Architect/Engineer: Phone#: 7=6R/we/LA 9Z cY 4 iii ion ./ Value of Work for this Permit: $ 4, 'S) O . Q 0 Square/Linear Footage of Work: Type of Work: O AltAddition eeration ONew ORepair/Replace ODemolition , 7 ' TD 14,4- .e- t--- Co,,Gr ri e7410 11- u 't2 1 'rl',, 4.77 i.., ) Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ A ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE$ 4 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days s r the building permit is issued - the absence of such posted notice, the inspection will not be roved and a reinspection f j '11 be charged. Signature Ar /JII/ Signature The foregoing ' nt was acknowledged before me this The f. • day o '—T —, 20 S' by e .- ��� C �, ° clay o who is personall known tome or who has produced who is " lU,ii - -4" bCidentification and who did take an oath. NOTARY P ' A ♦ A II Si Print: My Commission Ex APPROVED BY ANA M.,ESTRELLA l: Notary Public.- State of Florida .4 My Comm. Expires Apr 29, 2014 ' . ,0 Commission # DD 962096 ‘52--27) Plans Examiner onally • ontractor ent was ac .' 4 • ed • - • 201 2743 thi Ai &IA I � %!� o me or who has produced / tification and who did take an oath. Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) N I TARY PUBLIC: CLAUDIA V. CUBILLO • 1 ,tV.Expires Sep 23, 2015 `,4`Q� Bonded Thrlough National Notary Assn. rdo *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Clerk Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 A6bA-00 3B -612 LL-C Re: Owner's Name: Date: 67/2-1// Property Address: q P 3 fi‘ e , IUd,'a . Lc 44j, (. 53/ ' k Roofing Permit Number: Dearilding Official: `mss f� -4" '6 viz I certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. State of Florida County of Dade "-�.ezlo s 20. 1" 6 u &3 Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large (SEAL) Revised on 5/21/2009 7 day of a f 20 /`Z MARIA CONSUELO MEDINA 4 MY COMMISSION 0 EE181404 EXPIRES March 23, 2016 FINAL COMPLIANCE RECEIVED PAIG 02 2017. 13?- 4e S.; 1 : IR LIIL,..","' liii ..4.1F-minal Aimprzamm. .34.68..01; 11! 67..4111iNit.'li, Wiliiiit I , , , ...., ri , ?za::‘ctlIMIEt A 1; UI 4W1. 9U jil , „:„ 41111141°21111111111111111111411111111111.11r7:11.1111 IIII 1111114''''' '16" ijillielli1.1111111111111LIIILLili' IMMIMMElit mii.., ils,... , amormmem II F.M1111111111111111L ,miiimicaimemm=1111111111111 ii ii!"MMEnaimrilims imumiimen s_4=1111.11.1.11°311"11111111111."1111 UP _ M , IMAM" illiniii.111.110 MOMMENINCAMMEEMMI '1111E1111111 , =IMMO MIMI ,.11111MEDEMEN...111.11L:711.1111.1111" ■ MIIIIIII.11.111.. NEEME:iiiii. MENMEZMOOMMU INNOMEME- 1111111111111111Mr77i1=111111111. % iiiik-3.1nr. Ilitalli;mmiememi d Wiell01111 1 1111:74.1r-- ' ' 1111111111111111C23111.111111111•111111C7") €IIIIUII 7"-'-"m......1.1.•■■■■•`ii6 vainosimiliC.AminizeimielkeN 40//**NNIVIIINNINNW ■ i I 1 ttag' 11111111111111111111111ral■MINI SUBJECT TO COMPLIANCE VVITI-I A L DERAL STATE AND COUNTY RULES AND c LATONS ROOF PLAN N.T.S. CA :2 5HEETS N' • V5ANNN EPA C.P CHEGNE-t, EN'A M.R SCOPE OF WORK: 1. PROVIDE RETROFITS AT ROOF TO WALL CONNECTIONS ACCORDING TO DETAIL 08/0142 .Nos NN 012-039 ROOF RETROFIT FOR: BAGON 3850, LLC 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYSNAITT MIMS WM:AMA NENvias. INC IMMIX/0.11,MS ARETHE PROPERTY CAWANII AMMER., SHIMMY. Thr ANY REPRODUCTION WMIONT TIM WRITTEN CONSLNNT OF WM MINIM:MING SERVICWNCISMANINTED EE MIAMI ENGINEERING SERVICES 3665 WEST 20 AVE- n 315 111ALFAIL FL 33012 PRONE 305 321 7694 CA 27354 mea(Ontian6166no.o691 h6p.:9999,mittattesmc..m 6" Existing 2 "x6" trusses with metal straps on every other truss Add 4104 nails to existing metal straps on every other truss I 4" I 14" New HGAM10 from USP every other truss 1/4 "x4 -1/2" concrete Tapcons Existing CMU Walls USP Steel Gauge Fastener Schedule Truss Plate (3) Stud Qty Type Qty Type Qty Type Fl F2 Uplift HGAM10 14 4 WS15 4 1/4 " 1075 1110 915 3- Use Power fasteners 1/4" x 1-1/4" Wedge -Bolt or equal. Existing Concrete tie beam SCOPE OF WORK: 1. PROVIDE RETROFITS AT ROOF TO WALL CONNECTIONS ACCORDING TO DETAIL PAGE: S-2.0 C' 2 SHEETS G.P CHECkED BY: MR PATE 08/01,12 .10B No. 012 -039 i ROOF RETROFIT FOR: BAGON 3850, LLC 9839 NE 13 AVE. MIAMI SHORES, FL 33138 COPYRIGHT MIAME&NU1NE.6RINV SAM= INC, TERSEDuCUMENTS METRE PROPERTY OF MIAhE P4HINECRI.S SEVITTS SEC AVE R&Mce UCE ON WITIKEn TUE WTETIRNCMAmdi Of W AAE ENGESE IEC SERVICE MCISWE!Qi "ID 5665 WEST 20 AVE:,, 315 HIAI311IJ .01..33012 PHONE: 305 32176!4 CA 27354 il%wl h mimnmrn.mm Existing 2x6" trusses with metal straps on every other truss 4.______. Auld 410d tails to existing metal straps on every other truss ,I H New HGAM10 from USP every other truss 1/4 x4-1/2" concrete Tapcons Existing CMU Wails USP Steel Gauge Fastener Schedule Tans Plate (3) Stud Qty Type Qty Type Qty Type Fl F2 Uplift HQAM10 14 4 wets 4 114" 1075 1110 818 3- Use Power fasteners 1/4" x 1 -1/4" Wedge -BoR or equal Existing Concrete tie beam t FIUKTM-1131 HURRICANE GUSSET ANGLES — HGA SERIES Designed for attaching gable end trusses to wood top plates and masonry walls. HGA10 — Versatile wood - to-wood connector that Uplift satisfies high wind and seismic loading requirements. HGAM10 — For installation Into grouted concrete tie beam or masonry bond beam. Provides lateral and uplift resistance. Materials: 14 gauge Finish: 090 galvanizing Codes: ESR -1465, FL817 Installation: • Use all specified fasteners. See Product Notes, page 11. • HGAM10 — Install USP's WS15 Wood Screws Into the truss and drill holes for wedge bolts. Install wedge bolts into concrete block per manufacturer's recommendation. • HGA10 — Install with USP's WS3 Wood Screws Into top plate, and WS15 Wood Screws into the truss. • WS Wood Screws are Included with HGA10 angles. • WS Wood Screws and Wedge bolts are included with HGAM10 angles. • Moisture barrier may be required. Moisture barrier kein::' not shown Typical HGAlOinstallatlon Embossed 31/2 gussets Improve lateral load resistance HGA10 UV Stock No. Ref. No. steel Gauge Fastener Schedu W Allowable Loads (Lbs.)' Code Ref: Rafterlrruss Plate3 DF-L / SP (160%) Qty Type Qty - I Tyrpe Fl I F2 ( F3 I Uplift HGA10 HGAIOKT I 14 4 WS15 4 WS3 ' 1320 4 1565 835 1285 11, F12 HGAM10 HGAM10KTA, S/FIGAM90KT c i 14 1 4 1 WS15 1 I I 4 1 114" 1 1075 p 1110 915 740 I y 130 1) Allowable loads have been Increased 60% for sand or SEISMIC loads; nofwth rhrcrease shall be weed. 2) WS15 Wood Scams are 114 "x Mir long and WS3 Wood Screws are 114 "x 3" long. 3) Use Powers Fasteners 1 /4"x 1 -1!4" Wedge wed); or equal. Drill hole In concrete or masonry with 114" masonry drill. Refer to manudacirer's literahae for further htromunfon. HURRICANE RETROFIT CONNECTOR — RT 1 6M Designed as a retrofit connector for trusses installed on top plates. Can also be used as a holdown for a roof or floor system. Materials: 18 gauge Finish: G90 galvanizing Codes: FL10739 Installation: • Use all specified fasteners. See Product Notes, page 11. • Tapcon® Concrete Screws are not supplied with RT16M connector. • Install Tapcon® Concrete Screws In lower two holes for Single Top Plate or Conventional Raised Foundation or Modular Home Installations. • Moisture barrier may be required. Typical HGAM1Oinstallation Embossed gussets improve r- 31/2" lateral load resistance .2 7/8° HGAM10 RT16M 1- 800-328-5934 www.USPconnectors.com Typical RT16M top plate installation continued on next page I f Permit No: 12 -1442 Job Name: August 1, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide signed and sealed connection details. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176550 Permit Number: RF -7 -12 -1440 Scheduled Inspection Date: November 06, 2012 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: MABRA CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050090500 Phone: (954)261 -4976 Building Department Comments RE ROOF TILE TO TILE Inspector Comments Passed /7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 05, 2012 For Inspections please call: (305)762 -4949 Page 7 of 34 Ic A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MABRA CONSTRUCTION Permit # RF- 7121440 Job Address 9839 NE 13 AVE MIAMI SHORES FL 33138 Owner's Name OSCAR GONCAL VEZ Type of Tile EAGLE BEL AIR- DAR CHARCOAL Date Installed 10/30/2012 Approximate Roof Height 12 feet Roof Pitch 4/12 Type of access to Roof OK Approximate Square Footage of Roof 57 ft 2 Required Testing Force 35 /bs Date Tested 11/3/2012 Number of Tests 103 Testing Equipment: F.G.E. 100 Contact Name CARLOS BUSTAMANTE Phone # (954) 261 -4976 LOCATION # OF TEST PASS # OF TEST FAIL Corner 8 Tests "1 Pass 0 Tests Fail Perimeter 10 Tests "1 Pass 0 Tests Fail Field 65 Tests "1 Pass 0 Tests Fail Ridge 20 Tests " Pass 0 Tests Fail Total 103 Tests Pass 0 Tests Fail `" IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE. OF NATURAL DISASTERS. Cordially REM = ERTO CONTRERAS P.E P.E #21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 — Telephone (786)326 -9877 — Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786 - 326 -9877 Fax: 305 -485 -9011 al roofinspection @gma .com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MABRA CONSTRUCTION Job Address Owner's Name OSCAR GONCALVEZ Type of Tile EAGLE BEL AIR- DAR/CHARCOAL 9839 NE 13 AVE MIAMI SHORES FL 33138 Permit # RF-7121440 Date Installed 10/30/2012 Approximate Roof Height 12 feet Roof Pitch 4/12 Type of access to Roof OK Approximate Square Footage of Roof 57 ft 2 Date Tested 11/3/2012 Required Testing Force 35 /bs Number of Tests 103 Testing Equipment: F,G.E. 100 Contact Name C4RLOS BUSTAMANTE Phone # (954) 261 -4976 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 I CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # ®� esv /LL ADDRESS: 47'8 39 Al, E, / 34-k_ rr irE fr FOLIO NUMBER: n° 3Q ©L' - 0SY2o FLOOD ZONE: V' BASE FLOOD ELEVATION: f/' 0 0 FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): vo COST OF PROPOSED IMPROVEMENTS: O 41` �O (ATTACH COPY OF CONTRACT) (i pi..,- / -r- TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): / 96/ 03, VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN SIGNATURE: ., 450, 64 /-Qt DATE:(°-%® DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool NCR ONSTRUCTION CORP General Contractor CGC #1507681 14835 SW 54th St Miramar, Fl 33027 Phone (954)536 -3897 Fax (954)441 -1028 Bill To: Bagon 3850 , LLC 9839 Northeast 13th Ave Miami Shores, Fl 33138 Contract DATE 7/21/2012 Quotation # 168 Customer ID Oscar Quotation valid until: 8/29/2012 Prepared by: cams Rodriguez Retrofit : Supply and install new USP HGAM10 , 14 gauge every other truss throughout the house. Reinforce existing Straps with (4 ) additionals 10d nails. Please see attachment . Exclusions : City permit fees TOTAL We propose to furnish labor and materials, complete in accordance with the above specification, for the sum of Four thousand five hundred dollars. with payment to be made as follows: 50% UDon s n8 wprL and 50% upon final inspection. All work shall be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will be executed pon written orders, and will become an extra charge over and above this estimate. Authorized Signature Acceptance o The above prices, specifications and conditions are hereby accepted. You are hereby authorized to do the work as specified.Payment will be made as outlined above. Authorized Signature Print Name and Title i!n/ cy 4 Date Accepted: 471eQ1//2 Miami Shores Village Building Department 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: BUILDING ROOFING Permit No. B Y: i 2-- 1440 Master Permit No. VJ(Q�' OWNER: Name (Fee Simple Titleholder): e4 6 e--�M e9ST, C- Phone#: 30'5 .1 .33 .3 4 Address: :(-1 9 ' , 3 City: )%.l i "; haQ e State: 4 Zip: 3 Y /.3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: g 3 (1 ''.) "% .. c C i t y : Miami Shores C o u n t y : Miami D a d e Z i p : 3 3/ 3 _ Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: M bea Gnns`fe e9c tE','on A-re_ Phone#: 954 - a 61- 4 976 Address: V3 .5-6S- 9 1-h G r City: Pam ¢ o lte, p i one S Qualifier Name: C .. to Phone#: 9 3"16' - Z 6 / ((In State: FL Zip: 3 34)205 State Certification or Registration #: CE'- /3 Z 7 6 Z Certificate of Competency #: Contact Phone#: 9J L4 2.6 I- 4 q 74 Email Address: M Gi: LJ2 OL c Onsta 1-,o 9 tr7 /. eowl DESIGNER: Architect/Engineer: 0 iA- Phone#: . Value of Work for this Permit: $ DS; S a D) Square/Linear Foo of Work: Type of Work: CI Addition DAlteration ONew tRepair/Replace Description of Work: 2e..- e .r 0 f a--- Tile J !Cam/ C36:74 ODemolition frArisizarmataisnr-Ail ********* * * * * * * * * **s *** * * * * * * *** * * * * * * *F ************* * * * * * * *** * * **** * * * * * * *** * * *M*** of Submittal Fee $ Permit Fee $ Y2S Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ �/ ° Lecr Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 AkVIDAVIT: I certify that all the foregoing information is accurate and that all work will betlone 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 The foregoing 1/ /4 wT(7 ,,, I ,al II " acknowledged before me this Z I day of , t. I? ,by �d1!r who ' . personally known t me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print t a C�0 /sloe Co 1-.e..zi My Commission Expire,: ii404, MARIA'CONSUELO MEDINA • ': ••; MY COMMISSION 6 EE161404 EXPIRES March 23.2016 �Irr.Y�rrrfawle� rin _ APPROVED BY 4 ,....r4 5.1- ici- Plans Examiner Signature Contester The foregoing instrument was acknowledged before me this Z P� day of __ 20 L by 'c r fo 9 J l . t?‘ who is persown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:a Print: e.-c_.(31 My Commission C �?r0 at) t ': 'L•r MARIA CONSUELO MEDINA 4'1 MY COMMISSION 6 EE181404 EXPIRES March 23.2010 Zoning Structural Review Clerk (Revised 07/10/07XRevised 06/10/2009)(Revised 3/15/09) CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: 0A b C t./ . S 1- L C_ PERMIT # ADDRESS: 9 r3 FOLIO NUMBER: 9. 320C, ®061, 0500 FLOOD ZONE: tr U6, e� BASE FLOOD ELEVATION: 1/^ r, Q FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): /6 3 qo 3 , -9 COST OF PROPOSED IMPROVEMENTS: $ 51,0' (ATTACH COPY OF CONTRACT) C iav®F TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN SIGNATURE: /9z . *03 R9 *so . G / r O v DATE: REVIEWER SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool General Contractor Lic CGC 1511194 Lie Roofing: CCC1327624 13585 NW 9th Ct, Pembroke Pines, FL, 33028 Phone: 954 -261 -4976 Fax: 954-438-4753 E -mail: mabraconstructionna amail.com CONTRACT Owner: Bagon 3850 LLC Address: 9839 NE 13th Ave City: Miami Shores Zip Code: 33138 Phone: Contract: 12 -040 Value: $ 28,500.00 CONTRACT MAJOR HOME REPAIRS OR REMODELING Bagon 3850, LLC (OWNER) desires to contract with, Mabra Construction Inc. (CONTRACTOR) to perform certain work on property located at 9839 NE 13th Ave, Miami Shores, Fl, 33138 1. Scope of work Re -roof tile using Eagle Bel -air White on White. 2. Schedule start of Contract Work under this agreement will begin any time after this Contract is signed. 3. Documents Incorporated None 4. Owner's Responsibility Owner affirms that Owner has the right to enter into this agreement and has the right to contract for reroofmg of the property located at the above mentioned street address. Owner shall have sole responsibility to secure financing for reroofing of his residence and shall pay all fees, charges, or other costs of such financing, included Inspection fees charged by any Lender. The nonperformance of any lender shall not affect the obligation of Owner to The Contractor. On request of Contractor, Owner shall provide clear and convincing evidence that Owner has access to funds committed to payment of the unpaid balance of the Contract Price. Owner shall inform The Contractor of any significant change in the availability of funds committed to make payments required under the Contract Documents. Failure of Owner to comply with the terms of this paragraph shall relieve The Contractor of the obligation to begin or continue the Work Owner has reported to The Contractor all conditions known to Owner which may not be apparent to The Contractor and which might significantly increase cost of the Work or delay completion. These concealed conditions include, but are not limited to, prior Defective Work of others, earlier attempts to do Similar or related Work, and obligations imposed by government. 5. Price The Contract price is the amount of $28,500.00 (twenty eight thousand five hundred dollars). City of Miami Shores Village permit fee is not included on price. Owner is responsible for any difference once city issues permit. Page 1 of 4 Contract: 12 -040 Value:$28,500.00 6. Payment Terms In exchange for the specified work, Owner agrees to pay Contractors as follows: 10 % of Contract price upon signing Contract to start permitting process. 40% of Contract upon Tin -cap inspection 40% of Contract price upon Tile in progress inspection. 10% of Contract price upon final inspection. 8. Materials All materials provide for Contractor shall be new, in compliance with all applicable laws and codes, and shall be covered by a manufacturer's warranty if appropriate. 9. What Constitutes Completion The work specified in Clause 1 shall be considered completed upon approved final inspection by the City of Miami Shores Village 10. Limited Warranties Contractor will complete the specified work in a substantial and workmanlike manner according to standard practices prevalent in Contractor's trade. Contractor warrants that: The specified work will comply with all applicable building codes and regulations The labor provided as part of the specified work will be free from defects for 12 year from the date of completion. 11. Dispute Resolution If any dispute arises under the terms of this agreement, the parties agree to select a mutually agreeable neutral third party to help them mediate it. If the mediations is deemed unsuccessful, the parties agree that: The dispute shall be directly submitted to binding arbitration under the rules issued by the American Arbitration Association. The decision of the arbitrator shall be final. The reasonable attorney fees of the prevailing party shall by paid by the other party. 12. Early Termination of the Contract If for any reason the Owner cancels the Contract, the Owner agrees to pay Mabra Construction Inc. 30% of the total amount of the Contract as liquidated Damages and to reimburse Mabra Construction Inc. for all the expenses, labor, deposits in advance, materials etc. Mabra Construction had incurred during the course of the Contract. 13. Change Order The Contractor and Owner recognize that: • Owner may desire a mid job change in the specifications that would add time and cost to the specified work causing possibly inconvenience to the Contractor; Page 2 of 4 Contract: 12 -040 Value:$28,500.00 • Contractor agrees that any unforeseen changes in the Work or additional scope shall be done at actual cost plus 30% for overhead and profit. Contractor further agrees to submit all supporting documents including material invoice and labor rates, if requested by the Owner. If these or other events beyond the control of the parties reasonable require adjustments to this contract, the parties shall make a good faith attempt to agree on all necessary particulars. Such agreements shall be put in writing, signed by the parties and added to this contract. Failure to reach agreement shall be deemed a dispute to be resolved as agreed in Clause 11. 14. Additional Agreements and Amendments NOTICE OF CLAIMS - CHAPTER 558, FLORIDA STATUTES CONTAINS IMPORTANT REQUIREMENTS YOU MUST FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED CONSTRUCTION DEFECT IN YOUR HOME. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE REFERRING TO CHAPTER 558 OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE DEFECTIVE AND PROVIDE SUCH A PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR INTERESTS. 15 Statues of Limitations No action shall be brought to recover damages for any Defect in the new roof more than 5 years after Substantial Completion if the Claim is based on a Defect reasonably apparent at Substantial Completion. Nothing in this agreement shall be construed as extending the period prescribed by Law for the bringing of an action. 16 Interpretation of the Contract A. The omission of words or phrases in the Contract Documents or obvious typographical errors in the Contract Documents shall not defeat interpretation of the Contract Documents so long as the meaning is reasonably inferable from the Contract Documents taken as a whole. B. Nothing in the Contract Documents shall be interpreted as requiring The Contractor to violate any Law or regulation imposed by government C. The terms "agreement" and" "contract" have the same meaning and are interchangeable. E. Words of any gender used in this contract shall be construed to include both genders. Words in the singular number shall be construed to include the plural, unless the context requires otherwise. F. Except as otherwise provided in this contract, Owner and The Contractor intend that this contract be interpreted in accord with the Restatement of Law, Contracts, published by the American Law Institute. Specifically: All parts of the Contract Documents should be interpreted together, and conduct of the Parties should be interpreted as a manifestation of intention, and specific provisions should be interpreted as qualifying the meaning of the general provisions. 17 Notice of Right to Cancel under Regulation Z You, the owner, may cancel this transaction in writing at any time prior to 5 pm of the third business day from the date of this transaction. How to cancel: If you decide to cancel this transaction, you may do so by notifying us in writing at: Mabra Construction Inc. Page 3 of 4 Contract: 12 -040 Value:$28,500.00 13585 NW 9th Ct Pembroke Pines, Florida 33028 Failure for the Owner to cancel the Contract within the time stipulated will cost the Owner a 25% of the contract total price as a cancellation fee unless the reason for the cancellation be the mentioned in clause 6. FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: DIVISION OF PROFESSIONS CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE, FL 32399 PHONE: 850A87.1395 All agreements between Owner and Contractor related to the specified work are incorporated in this contract. Any modification to the contract shall be in writing. This agreement is entered into as of the date written below Owner: fi / / / / ./� / "GM 'Orr Contracto-' ), S PI' • a onstruction Inc. Date Zl h 1� Date 07 /%P)/ Z Page 4 of 4 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954-8314000 VALID OCTOBER 1, 2011 THROUGH SEPTEMBER 30, 2012 Receipt #:185 -1623 Business Name: MAi3RA CONSTRUCTION INC Business T yP ' e•ROOFING /SHEET METAL ,.001 T (ROOFING I CONTRACTOR) Business Opened:02 /15/2007 State /CountylCert!Reg:CCC 1327624 Exemption Code:NONEXEMPT DBA: Owner Name: CARLOS A BUSTAMANTE Business Location: 13585 NW 9 CT PEMBROKE PINES Business Phone: 954 -438 -4753 Rooms Seats Employees 1 Machines Professionals For Vending Business Only Number of Machines: Vending Tyne: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0..00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non- regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not Indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: CARLOS A BUSTAMANTE 13585 NW 9 CT PEMBROKE PINES, FL 33028 2011 - 2012 Receipt *01C -10- 00003691 Paid 09/22/2011 27.00 JUL -25 -2012 11:17 From:FED USA INSURANCE 9543582130 To:13057568972 Page:1 /1 "1C Wir4011r CERTIFICATE OF LIABILITY DATE(MM/DDiYYYY) INSURANCE • 07/25/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TI-US 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: lithe 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 Fed USA #1543 6129 Stirling Rd Davie, FL 33314 Phone (954)358 -2129 Fax (954)358 -2130 CONTACT Mabel Maurisset PHONE A(C. No. Ext);_ (954)358 -2129 No): (954)358 -2130 ADORE, imaurissetjedusatfghotma(I.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: REPUBLIC VANGUARD INSURANCE M COMMERCIAL GENERAL LIABILITY INSURED MABRA CONSTRUCTION INC 13585 NW 9th Ct PEMBROKE PINES, FL 33028- INSURERS : PROGRESSIVE EXPRESS INSURANCE CO 10192 INSURER C: $ 5,000.00 INSURER D : PERSONAL a ACV INJURY INSURER E : ❑ INSURER F 5 2,000,000.00 COVERAGES CERTIFICATE NUMB : PRODUCTS - COMP /OP AGG ER 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 BE RRR TYPE OF INSURANCE ADD INSR BR WVD EN REDUCED POLICY NUMBER PGL00091 0-12 BY PAID POLICY EFF (MM/DD/YYYY) 03/11/2012 CLAIMS. POLICY EXP (MMIDO/YYYY) 03/11/2013 08/24/2012 , LIMITS I EACH OCCURRENCE $ 1,000,000.0D A GENERAL LIABILITY N M COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMtSgS (Ea occurrence) $ 100,000.00 ❑ CLAIMS -MADE �jI OCCUR MED EXP A one (n) Person) $ 5,000.00 PERSONAL a ACV INJURY $ 1,000,000.00 ❑ t GENERAL AGGREGATE 5 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: : PRODUCTS - COMP /OP AGG $ 2,000,000.00 ® POLICY • jEC ❑ LOC B AUTOMOBILE LIABILITY ANY AUTO N 08461632 -0 02/24/2012 OMBINED SINGLE LIMIT ti Ea accident) $ 2,000,000.00 ■ BODILY INJURY (Per person) L— S • ALL&MED ❑ SCHEDULED U BODILY INJURY (Per accident) S HIRED AUTOS NON -OWNED 1. ❑ AUTOS ■ PROPERTY DAMAGE i (Per accident $ 1111 • UMBRELLA LIAB ❑ OCCUR PERSONAL INJURY EACH OCCURRENCE S 10,000.00 $ • EXCESS LIAR ❑ CLAIMS -MADE AGGREGATE $ ❑ DED ❑ RETENTIONS $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNE JEXECUTIVE , N OFFICER,IMEMBER N IA • TORY LIMITS • AI' E.L. EACH ACCIDENT $ EXCLUDED? (Mandatory in NH) B E. L. DISEASE - EA EMPLOYEE $ doscribe under DESCRIPTION OF OPERATIONS below ! E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS f LOCATIONS) VEHICLES (Attach ACORD 101, Addttlonal Remarks Schedule, if more space Is required) GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORE VILLAGE 10050 NE 2ND AVE MIAMI SHORE, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE MABEL MAURISSET ACORD 25 (2010/05) OF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 01 -09 -2012 JEFF ATW TER STATE OF FLORIDA CHIEF FIMAnl !AL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTR CTION INDUSTRY EXEMPTION This certif es that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTi E DATE: 01/09/2012 EXPIRATION DATE: 01/08/2014 PERSON: BUSTAMANTE CARLOS FEIN: 204396172 BUSINES NAME AND ADDRESS: MABRA CO STRUCTION INC 13585 NW 8TH CT PEMBROKE PINES FL 33028 SCOPES OF BUSINESS OR TRADE: 1- ROOFING CONTRACTOR 2- GENERAL CONTRACTOR IMPORTANT: arsuant to Chapter 440 . 1151!4), F.S., an officer of a corporation who elects exemption from thin chapter by filing a certificate of election under this section may n recover benefits or compensation under this chapter. Pursuant to Chapter 44!.06(12), F.S., Certificates of election to be exempt... apply only within the scope of the iness or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(19} F.S., Notices of election to he exempt and certificates of election to be exempt shall be subject to revocation If, al any time after the filing of the notice or the Issuance of the certificate, 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 certificate at any time for failure of the person named on the ertificate to meet the requirements of this section. ' -76? t'FRTI 11 ATF OF F.1 nw ECT1011 TO BE EXEMPT REVISED (11 -11 QUESTIONS? (850) 413 -1608 STATE OF FLORIDA DEPARTMENT OF BUSI SS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSiV LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE ; FL 32399-0783 BUSTAMANTE, CARLOS A MABRA CONSTRUCTION IN 13585 NW 9TH CT PEMBROKE PINES 3028-3152 Congratulations] With this Ucense 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 busi ess in order to serve you better. For information about our services, please log ont. www.myflorldellcense.corn. There you can find more information about our ons and the regulations that hived you, subscribe to department newsletters learn more about the Department's initiatives. —Our mission at the Department is: License Efficiently, Regulate Fairly. We instantly strive to serve you better so that you can serve your customers. flier* you for doing business in Flodde, and congtuiations on your new Ilcensel DETACH HERE (850) 487-1395 '44 Jyj s. A411. Si E ''VtVgt5fWate"V)1;-*tq;'',VVStf':: g Nr.thi eSsaik $ 7,7 JU [11 L_ a.. BY: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) r Permit No. Process No. ctor's Name • (el.: i;ft Low S ape Asphaltic Shingles 0 New Roof ROOF CATEGORY 0 Mechanically Fastened Tile E:3 Metal PaneUShingles HIGH-VELOCITY HURRICANE ZONE! arr-Ilortar/i tlhes 0 Wood SI big! 0 Prescriptive BUR-RAS 150 ROOF TYPE ilr17::oofing 0 Recovering 0 Repair 13 Ma ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF, 5, Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, Sc ippers, overflow scuppers and overflow drains. Include dimensions of sections an 1 levels, clearly identify dimensions of elevated, pressure zones and location of parapi ts. . . 3 -: • • .; • t - • -; • .;.. • HIGH-VELOCITY HURRICANE ZONE: Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: 2, /- - Pp c.ei,,,, r--1-1- Li c , Product Approval Number: I 1 -07zi , Minimum Design Design Wind Pressures, If Applicable (From RAS 1: 7 or Calculations): P1: '3 9 mf P2: 6 5i ; P3: Maximum Design Pressure Product Approval Specific System: ,..44• 1--( . Method of tile attachment $botili)t-,-, "IPP a fnt - IL. C 7.--1171. Steep Sloped Roof System Descriptiln Deck Type: Roof Slope: : 12 ype Underiament. Insulation: Fire Barrier: i),STN '11 ZC. 43L Lt -- ° Ridge Ventilation? "FY p 6- A 7,. Fastener Type & Spacing: dhesive Type: 1114 gi. • ...•; cio,..0 6 k.S — 7jc1 rb"?. 214 : &Pi 4 is AprL • ype Cap Sheet: Mean Roof Height: 5 c C2.,4 Roof Covering: T le- Type & Size )rip dge: 3 6-alwaiNi a fe.N.4z. L=d, i 7,4 i2/76 4-c3( HIGH-VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Fo m. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compa for Mr with the values from M. If the Mr values are greater than or values, for each area of the roof, then the tile attachment method is at Method 1 "Moment Based Tile Calculations Per RA x7i.347e MM =Mr, 9 t' Product (P2: F9.i xX R• f31: i1Z ffi 3-) ) - M11.1i � i ° = 54111:23 Mr2 3 2�• k 1 PPrrootdlu (P3: Ct _ Method 2 "Simplified Tile Calculation Per Table )3 red the values [ual to the Mr 'aeptable. S 127' ►pproval Mr ti:;. r V 1pprovalMr ut1.ii / I pproval Mr G d %r &V Required Moment of Resistance (Mr) From Table Below Product . Lpprovai Mr Mr Required Moment Resistance* Mean Roof Height --)► Roof Slope 4r 15' 20' 25' 30' 40' 2:12 34.4 36.5 382 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 • 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a Iist of moment based tile systems en boned by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values fi r F' with the values for Fr. If the F' values are greater than or equal to the Fr va ues, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P2:_Xl:_ =x w:= )- W:= xcosB. = Fn: (P3 : x 1: __ =_ x w: = ) - w: _.x cos B: _ = Fri: (Pt : x 1: x w: _ ) - W: _ x cos t9 = Fh: Where to Obtain Information Description Symbol Where :0 find Design Pressure P1 or P2 or P3 MS 127 Table 1 or by an engineering ar dysis prepared by PE based on ASCE 7 Mean Roof Height II Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A. • Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mt Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance r Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ei Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. C.) Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. eb Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. F6 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ch Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • ZE73797fffin Revised on 7/9/2009 LD ate Contractor Signature Date MIAMI�Di COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315-2590 F (786) 315 -2599 www.miamidade.gov/buildittg/ 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) andtor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 of the Florida Building Code. DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may 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 renews NOA #07- 1018.08 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete L = 17" TAS 112 Flat profile concrete roof tile equipped Tile W =12'1" with two nail holes. For adhesive set, Thickness =' /z" direct deck or battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped Concrete Tile W =12 %" with two nail holes. For adhesive set, Thickness = 1/2" direct deck or battened nail -on applications. Ponderosa Concrete L = 17" TAS 112 Flat profile concrete roof tile with slate Tile W = 12 %" finish equipped with two nail holes. For Thickness = W' adhesive set, direct deck or battened nail - on applications. Ponderosa Double L = 17" TAS 112 Flat profile concrete roof tile with shake Eagle Concrete Tile W = 12'/4" • finish equipped with two nail holes. For Thickness =1/2" adhesive set, direct deck or battened nail - on applications. Golden Eagle L = 17" TAS 112 Flat profile concrete roof tile brushed Concrete Tile W = 12'/" finish equipped with two nail holes. For Thickness = 1/2" adhesive set, direct deck or battened nail - on applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 2 of 9 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies , Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied 'Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. MANMADE COUNTY APPROVED Test Identifier ERPF -001 -02 -01 7161 -03 Appendix III 7161 -03 Appendix III ❑ 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214 -(1, 5 , & 8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 520111 -4 520191 -1 Calculations Calculations Test Naine/Renort TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05 /12 /11 Page 3 of 9 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless •stated••otherwise by the underlayment material - manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 11$, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (ibf) Length -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct De p ation Bel Air, Bel Air Double Eagle, 0.301 0.278 ° Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile MIAM .BADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 9 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Batten s Direct Deck Battens Direct Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.48 7.71 7.37 .59 7.22 7.44 • - 7.05 . 7.27 6.86 7.07 24.3 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa , Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails • 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 _ 2 #8 Screw 51.7 51.7 24.4 1 -1Od Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -1Od Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -1Od Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -1Od Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. MIAMIDADE COUNTY APPROVED NOA No. :11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 5of9 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive` 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment'Resistance for Single Patty Expressed-as a Moment - Dili (ft=lbf)- • .. Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle; Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile PolyProTM 1 PolyProTM 40 3 Large paddy placement of 45 grams of PolyProTM 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or AdhesiveaSet,Systems.. . Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar Seth 43.9 s Tile -Tite Roof Tile Mortar. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". L.. EAGLE,wor FLORIDA MJAMI•DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 9 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) MIAMIOADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 9 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING BEL Am BEL AIR DOUBLE EAGLE MIAMIOADE COUNT? APPROVED NOA No.:11- 0321.02 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 8 of 9 t. PONDEROSA MIAMFDADE COUNTY APPROVED PONDEROSA DOUBLE EAGLE NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 9 of 9 GOLDEN EAGLE END OF THIS ACCEPTANCE MtAMI•DADE COUNTY APPROVED NOA No.:11- 0321.02 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 10 of 9 DEPARTMENT OF PERMITTING, ENVIRONMENT, AM) REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may 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 renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F1 —W F'— '\2 MS NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MT"I 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3M 2-Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MT"t 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Underlayment Eave course only: Keep adhesive approx. 4 in. up from weephoies Paddy (8enaath Tile) Eave course only: Keep adhesive approx. 4 hr. up from weephoies 1) Place enough adhesive to achieve 17 to 23 steep pitch applications square inches In contact with the pan the To 1 In. From 2) Turn covers upside down. Place adhesive 112 Then install the tile. de edge of coverdle, � 4°111)** ‘p, Optional 2.14's for Underlayment 1 10 In: Eave Course 2 In Nail through plastic cement Eave course only. Keep adhesive approx. 4 In. up from weepholes Fascia Eave Closure Remov top pardon of the gave course cover tile. Abut to second course of pan tiles. Ensure save end of pan and cover tiles are flush at eave line. Eave closure Weephole Fascia (mortarshovm) Sheathing Optional Point-up Mortar on longitudinal edges of die NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Undedayment 1 Paddy (Beneath Tile) t:'? Eave Fascia Weephole Eave closure Drip edge NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) x3 In. Single paddy on under- Payment Single paddy under tile Single paddy on top of tile Eave course 2 In. X 7 In. medium size paddy eave Fascia course only Nail through plastic cement Nail through plastic cement Underiayment Jr 3 in.x 3 in. 4 in. Single paddy on under- layment Single paddy under tile Single paddy between tile 21n. x 7 In. medium size paddy eave 0 course only Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile •e, 3 in.x 3 in. Single paddy on underlayment 4 In Single paddy on top of tile Eave Course Eave Closure 2 in x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE Fascia Weephole Eave closure Drip edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Ibll1olia- BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 7 R 3 1 /4-) ! 3'4 41v- OCT 092012 FBC 20 i(D Permit No. Master Permit No. P t2 I 1 `1 O ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: ri 2..0S-0 05 co .c./0 L� Is the Building Historically Designated: Yes Zip: 33 /38- NO Flood Zone: V OWNER: Name (Fee Simple Titleholder): l 6. (C> kJ 3.0 613 2 L C Phone#: Address: ¶ R' 33 Li k 131' l°$✓ - City: 1,4 r' W4 ' -%ye,1 State: FL Tenant/Lessee Name: Phone #: Email: 3/ 36- CONTRACTOR: Company Name: it bit Q to n s i 73- r% c Phone #: 9f4 - Z 1- Qf '76 Address: 13S-Pr 'v 9 4'h <-T City: p. P; (m) s State: FL Qualifier Name: Z / h Q ( . 0 S @ LOS i tYd A k State Certification or Registration #: CC G) 276 z i{ Contact Phone #: 51-14- Z 6 l- 'Zip: 330 24 Phone #: i :f_Z6 ►- L f) &, Certificate of Competency #: Email Address: DESIGNER: Architect/Engineer: ' Phone #: Value of Work for this Permit $ i' 0 Square/Linear Footage of Work Type of Work: ° DAddition :]Alteration ONew DRepair/Replace UDemolition Description of Work: 12e pk) Lk. e c/p 1 . ' e A 9-- -2. o x" 2,1 Color thru tile: ***** * *** ** ******* ** * * * ***** ** ** *** * *F 6** ************ Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * *!k * * * * * * * * * **00 **0**0*0** CO /CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ "1) -o 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 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 ', p . ved and a reinspection ill be charged. Signat Contractor The foregoing ins ent was ackn w edged before me this 0 The foregoing instrument was acknowl - . ge.. a ore me this i' `j day of / , 20 j, by L )t l q ✓e l! P /0 / day of 6/ 4- ee, 20 L, by 9� t Fos Sur f ",L4 dj ae who is ally known me or who has produced who is personally known to me or who has produced NOTARY PUBLIC Sign: Print: My Commission Expires: As identification and who did take an nat MARIA CONSUELO MEDINA MY ; d ISSION 8 EE181404 Maw 23.2018 xorn A N 11, as identification and who did take an oath. NOTA Sign: Print: My Commission Expires: �/U �•tf ar 17•_ ✓y ►' A difir * * * * * * **+x*x **** **********+ x+ xm ********** *+ xm **u: *** ******* ** ************* ** *****x: *******m ********** *********x *** APPROVED BY Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk i "AIL,=_,,mi Shores Village 1.---- 1 APPRO\JED ZONING DEPT BY DATE BLDG DEPT SUBJECT 1.0 CC,MPLIANCE WITH ALL FEDERAL • ID REGULATIONS HIGH-VELOCITY HURRICANE ZONES RECEIVED OCT 092012 Perry-. ng Code Edition 201 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Section A (General Information) P -124440 Process No. Contractor's Name J..IO be q 6onvi-tuf A cs, Job Address 9654 L t, / c A-v. ROOF CATEGORY CI Low Slope 0 Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile O Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 1 ifies 0 Prescriptive BUR-RAS 150 ROOF TYPE oof lfRerooflng 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ...1 SI . • • • • I.. I r-T- kft.StAA-_,41.- " es.i4)1 sy cqh 1- • 2010 FLORIDA BUILDING CODE — RESIDENTIAL DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD 201 Longhorn Road Fort Worth, TX 76179 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamldade.eov/building 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Framed Palycarbonate Domed Skylight. APPROVAL DOCUMENT: Drawing No. DADE608.1, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by Vipin N. Tolat, P.E., on February 22, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by GE Plastics. 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 number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0611.09 and it consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 1 M �1 r• _ . • APPROVED v¢ /o SA °t2 NOA No. 11- 0811.08 Expiration Date: 07/02/2013 Approval Date: 04/05/2012 Page 1 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0303.11 A. DRAWINGS 1. Drawing No. EB696, sheets 1 & 1, model "6SFD- DADE ", prepared by Birdview Skylights, dated 07/26/00, with no revisions, signed and sealed by V. N. Tolat, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201, Cyclic Load Test per PA 203 and Uniform Static air Pressure Test per PA 202, on "Series 6SFD -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by Miami Testing Laboratory, report No. K-49362 issued on 09/10/96, signed and sealed by D. G. Ober, P.E. C. CALCULATIONS 1. Anchor Calculation, sheets 2 through 5, dated 08/21/96 and signed by D. A. Terwilleger, PE. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 0718.02 issued to General Electric Company on 09 /08 /2000,expiring on 07/02/2003. 2. Extrusion drawings No. BVS-X10947-A & BVS 8554 by Tel Tower Extrusions, LTD for Birdview Skylights. E. STATEMENTS I. No change letter issued by Birdview Skylights, on 08/10/2000 and signed by E. Bird I. No change letter issued by Birdview Skylights on 02/11/03 and signed by G. E. Bird. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08- 0611.09 A. DRAWINGS 1. Drawing No. DADE6081, model "6SF -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, signed and sealed by VipinN. Tolat, P.E., on July 08, 2008. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202, on "Series 6SF -DADE Self Flashing Aluminum/Polycarbonate Skylight ", prepared by American Test Lab of South Florida, report No. 0331.01 -08, dated 05/23/2008, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. E -1 emy . Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 Birdview Skylights d.b.a. Guy E. Bird Enterprises LTD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculation, sheets 1 through 3 of 3, dated 06109/2008, signed and sealed by Vipin N. Tolat, P. E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. DADE608. 1, model "65F- -DADE ", sheets 1 & 2 of 2, prepared by Birdview Skylights dated February 05, 2008, revised on February 22, 2012, signed and sealed by Vipin N. Tolat, P.E, on February 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment and Regulatory Affairs (PEN). E. MATERIAL CERTIFICATIONS 1. None. E -2 m- y A. Maker, P.E., M.S. Product Control Examiner NOA No. 08 -0611.09 Expiration Date: 07/02/2013 Approval Date: 07/31/2008 BIRDV}EW S-KYLIGHTS D «G uy E Dud Enteroses.06 ONCHORn RI) FT WORTH TX ZEMS rct 11$7.439.2269 :U.W..232-846e .0901 l• /3. ..N20 • 2: 2- 08 .1 MODE' 4,RE-OATIE DRAWCNtiq BLIS 1 DRAWN BY E RIR.D SHEET 2 OF 2 SCALE. NTS 'APIS N. TOLAT 0 12123 LAIstfERN MEET; LANE R2i0.# 12847 NOUetIN. TX 7706 8 ,320 TP.1: .750, 070 .070 —156-171- 070 • . 0 , • r. sp 1:094 •:375. - • • 6 i3 • 1;;:. ttt - I- • L YP WALL II-1K. EXCEPT AS NoTPD 2. BREAK SHARP CORNERS Al .015 R. . . . . . - TO'E tA I tin 1 UN I I U altS-Xlag47.-A • tkot14 • 4•7'' • 745'1" FA970Y. BeikungasPRatPierrcillSE:Fic4da Aceeptanee O Date Arny Control hirtaid • "AO,. XV* - - T BIRDV4-.W YI 1GHIS O A Y UNLESS OTHER101 tot.tztrgra- --• • • OICUE SIZE ETo la•Aeri 1.076 agr, o-r. &2I 7-8 19 FULL • SE 1 I' fl, ASH1NCi • - _•- •- • CEAis. • • 4p63- T.5 18.‘15:-X11,19.47:-A 2.373" OUTER POLYCARBONATE DOME (GE LEXAN XLIO OR SHEFFEILD MAKROLON SL) 1/8" THICK INNER POLYCARBONATE DOME (GE LEXAN 9034 OR SHEFFIELD MAKROLON GP) .100" THICK 1.50" #10 X 1" HWHSD WITH NEOPRENE WASHER LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" ON CENTER THEREAFTER 10% Oy SPAN, 4" MIN. .125" EXT. ALUMINUM ANGLE(6063 -T5) G.E. SILICONE ADHESIVE SEAL ( SCS 1000 ) CONTINUOUS 10164 SANTOPRENE RUBBER GASKET #1409 CONDENSATE GUTTER WITH 0.25" WEEP HOLE LOCATED AT EACH CORNER #10 X 3/8" SS HWHSMS LOCATED 3 7/8" FROM EACH CORNER AND 7 1/2" MAX ON CENTER THEREAFTER 7.0" GENNEERRAL NOTES #2 NOTE: This design can also be used for other smaller skylights as long as the longside does exceed 105 1/4" and the short side does not exceed 80 1 /4" and maximum presures do not exceed positive 60 / negative 80 psf. and total roof opening dimension does not exceed 50.875 square foot. - .090" EXT. ALUMINUM CURB FRAMING (6063 -T5 6 0" NOTE: ALL ALUMINUM TO BE 6063 -T5 ALLOY FULLY MITERED AND WELDED AT CORNERS ROOF DECK AND SUPPORT ( DESIGNED BY OTHERS ) SEE GENERAL NOTES # 1 #14 X I" PAN HEAD LAG SCREW 3 7/8" FROM EACH CORNER, MAX ON CENTER 7 1/2 ". WITH MIN. ROOF DECK PENETRATION OF 7/8" 3.0 ROOF MASTIC MAXIM ROOF OPENING DIMENSION 74" X 99" ALL UNITS EQUAL TO OR LESS THAN 50.875 Sq. Ft. 3 7/8" (TYP.) 13® 71/2" = 97 1/2" 14 SCERWS LS DESIGN PRESSURE RATING POSITIVE + 60psf NEGATIVE -80psf LARGE MISSILE IMPACT RESISTANT 80 /4" FASTENER LAYOUT LS = LONG SIDE SS = SHORT SIDE 105 1/4 3 7/8" (TYP.) TOTAL 50 SCREWS AT LOCATIONS 10(x37 1/4" = 72 1/2" A,B & C FOR THIS SKYLIGHT. 11 SCREWS SS FOR OTHER SMALLER SIZES PROVIDE FASTENERS Q 7 1 /2" ON CENTER EACH SIDE BIRDVIEW SKYLIGHTS a DBA of Guy E Bird Enterprises, Ltd. 201 LONGHORN RD. FT. WORTH TX. 76179' TEL: 817 -439 -9266 FAX: 817-232-8468 DATE: 2 - 5 - 08 DRAWING # DADE648.1 SHEET 1 OF 2 MODEL: 6SF - DADE DRAWN RV • F BIRD SCALE: NTS GENERAL NOTES 1. THIS SKYLIGHT COMPLIES WITH FBC 2010 2. 4" MINIMUM DISTANCE FROM ANGLE LIP TO ROOF SURFACE IS FOR SHINGLE OR BUR WITHOUT INSULATION FOR INSULATION AND ROOF TILES ADD THE TILE HEEGHT AND THE INSULATION THICKNESS TO THE 4't MINIMUM HEIGHT. i PRODUCT REVISED as complying with tho Florida Building Code Accaptmco No OntoIiEVk. / /I / gt* sed •2422(12 ea J3 ROOF DECK (BY OTHERS) VIPIN N. TOLAT FL. REG. # 12847 15123 LANTERN CREEK LANE HODS ?ON, TX 77068 Miami Shores Village Building Department ia SAP 1 2012 U 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. .1/`' Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: City: Folio/Parcel #: FBC 20 Permit No. e-C ) 2" 1104— Master Permit No. Q c • 4 - l 2 - 6 6 ROOFING Miami Shores County: Miami Dade Zip: 3 3 13 f r( -3z0.5 -- 0 ®q t7s0® Is the Building Historically Designated: Yes NO /X Flood Zone: /' YC " OWNER: Name (Fee Simple Titleholder): 154.60/./ 3g 5D LLC. Phone #: Address: % S 3 Ate- e City: (fit r • 5'!400 State: Zip: 3 3 /3 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: 1 ¢ 835 5'W .. J- - 5 ",,,7( s 1., V C-f 1 c, . J cone Phone #: 954, 536 • U7 q 7 City: ~l i P-4it- Stater �� Zip: 3313 5 Qualifier Name: c.cs,/ /-f• Roo,,....--6 vv- Phone #: 44 A , 53 6.3897 State Certification or Registration #: CG'C- 157)7C 2/ � : Competency #: Contact Phone #: '1.5-21• S ✓ 4.3 V e `1 Email Address: vim- 9 Z 9. ¢ () `i4 h b, c.-( DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ XI 700 4:' Square/Linear Footage of Work: Type of Work: ❑Addition XAlteration New ❑Repair/Replace ODemolition Description of Work: .,if s si Le 3oou Sr '� �e7i 1.4 Huge. k cam el... 7- Cito/3-4,13 Color thru tile: ******** * * * * * * * * * *** * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * *** * * * * * * * * * * * * ** c" Submittal Fee $ Permit Fee $ ©Q CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education. Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 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 proved and a reinspection,; 'e will be charged. Signature The fo day of • who is p ntification and who did take an oath. PUBLIC: 1,'! Sign: Print: My Commission Expires: APPROVED BY • Signature a The for day of who is : sonally known to me or who has produce )-� Sign: Print: My Commissio cation and who did take an oath. �.� •, My Comm. Expires Sep . i` , Commission # EE 128810 ,,,, . ; ∎i •` Bonded Through National Notary Assn. I � ,,A1 LP: FAMINE CLA► T. o • -- • , Public - State of Florida Plans Examiner Zoning Structural Review Clerk (Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180494 Permit Number: EL -10 -12 -1994 Scheduled Inspection Date: May 06, 2013 Inspector: Devaney, Michael Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: MEGA ELECTRIC INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Phone Number Parcel Number 1132050090500 Phone: (305) 828 -5205 Building Department Comments TEMPORARY SERVICE FOR CONSTRUCTION Infractlo Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments. 6fr May 06, 2013 For Inspections please call: (305)762 -4949 Page 5 of 48 Miami Shores Village Building Department 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 Permit Type: Electrical JOB ADDRESS: ss 3 q , J r j3 +h FBC 20 OCT 2 3 Zi, i2 Li BY:. --- m Permit No -I 12Ir Master Permit No. G °' / — 6 6 Z. five- City: Miami Shores County: Miami Dade Zip: 3313'$ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): g a 5 o n a,5 u n L L. C, Phone #: 9s-c-/ - 6-36 — Address: City: Clg3ct illE 13"Ave f ' u shore . State: Zip: 3 i 3 8 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: /11/44 e ( c 4 L n Phone#: 3 DS— g"- Z e S° Address: 1 fa z 2. A9 La ? {`' /r u - City: L Gt p State: Qualifier Name: 4r s / J es gP r e s— G c v / c Si State Certification or Registration #: E 6 — t 7Z g Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Zip: 33c'/ �o Phone #: S — Value of Work for this Permit: $ Type of Work: DAddress Description of Work: Square/Linear Footage of Work: DAlteration DNew DRepair/Replace / -e,-)7/000,0 r L✓c s [ t, r c / DDemolition ************** ***** *********+x**x: *a:*** ** Fees*** *x:***x:***x:********x *** * **** **********+x*** Submittal Fee $ Permit Fee $ /0 0 / ® v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $11®.(10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an est promise in good faith that a copy of the notice of commencement and constructio, whose property is subject to attachment. Also, a certified copy of the recorded for the first inspection which occurs seven (7) days after the building perm inspection will not be a' %ro: ed and a reinspection fee , 11 be charged. Signature The for day of or who has .roduced ntification and who did take an oath. or The foregoing instrument was acknowledged before me this 'Z 2 day of ( C -c l r , 20 V-, by Art's 'des /€e ' - C-uv' k1 who is personally known to me or who has produced dentification and who did take an oath. LIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: **ale*******,k,k********$a** C`A.11 1A G of flotilla Put) • - State G3 2 ,i ,, µJ Pu phi. by Y Comm. EXpires Sep I. ,V .`_ MY Commission # otary Assn. Bonded Zhr0 u9 Na 014 ,,'Eyot;o?c NOTAR Sign: Print: My Comm' ** *N, B, k, k******************************* ***** **** ******* * * * *** * * *** **** / �y� /7-- APPROVED BY I 1 Z �t Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk 51 0 lam 79TH CT. kes, FL 33016 100 Town4 of Miami Lakes Business Tax Receipt Address of Licensee: MEGA ELECTRIC, INC. 16252 NW 79 AVENUE MIAMI LAKES, FL 33016 License Categories: CONTRACTOR - SPECIALTY License Effective: From: 08/20/2012 To: 09/30/2013 Licensees: ARISTIDES REYES-GAVILAN (305) 828-6205 CONTRACTOR / SPECIALTY CONTRACTOR / SPECIALTY LICENSE NO. BTR2013-2117 CERTIFICATE OF USE 0E3/20/2012 Date of Issue This license MUST BE DISPLAYED IN A CONSPICUOUS PLACE IN YO BUS SS ESTABLISHMENT. The Town of Miami es must be notified of any changes of use, address or ownership. This License is not i sferrable and is subject to revocation. This License must be renewed on or before September 30 of each year. $40.00 $40.00- TOTAL FEE PAID: $80.00 tt HS IS NOT A SILL - D NOT PAY 529532-4 RENEWAL BUSINESS NAME 1 LOCATION MEGA ELECTRIC INC 16252 NW 79 AVE 33016 MIAMI LAKES OWNER MEGA ELECTRIC INC Sec. Type et Business 196 ELECTRICAL CONTRACTOR Testy IS ONLY A LOCAL MANESS TAX RECEIPT. IT DOSS NOT mug THE ROWER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR COES IT EX8MPT THE HOLDER FROM ANY OMER POW OR mass nowise sr Law. RAS IS NQT 4 EW/SWAT:ON OF THE MOLDER'S OtIAURCA. TIOMS PAYMENT MEM M1AWDADE COU134TY TAX couamoft 08/21/2012 02280056001 000045.00 SEE OTHER SIDE F1RT-CLASS U.S. POST'AGE SIAM, FL PENAirr NO. 231 RECEIPT NO. 553266-9 STATE. EC0001728 WORKER/S 6 DO NOT FORWARD MEGA ELECTRIC INC ARISTIDES REYES GAVILAN PRES 16252 NW 79 AVE MIAMI LAKES FL 33016 84 AR ° CERTIFICATE OF LIABILITY INSURANCE 1 DATE i 7 i 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(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 JACKSON AGENCY INC 2075 WEST 76TH STREET P.O. BOX 160340 HIALEAH, FL 33016- CONTACT PHONE (305) 824 -3464 e 1 /A/ FAX C Na. (305) 822 -8535 r S,Fbaez @jacksonagenc:y.00m INSURER(S) AFFORDING COVERAGE MC 8 INSURER A :BUSLITASS First Insurance Co. LIABILITY COMMERCIAL GENERAL LIABILITY INSURED MEGA ELECTRIC INC . 16252 N.W. 79TH AVE MIAMI LAR S FL 33016- INSURER B : INSURERC: / / / / / / / / / / / / INSURER D : $ INSURER E : INSURER F : ■ CLAIMS -MADE 1 • • 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 SUB , i,, POLICY NUMBER POUCY EFF , D/AAA! PO EXP Li, '• . ►1111 LIMITS GENERAL ■ LIABILITY COMMERCIAL GENERAL LIABILITY / / / / / / / / / / / / / / / / / / / / / / / / / / EACH OCCURRENCE $ ��..,�, Ar •, -i x�� ■ ■ ■ CLAIMS -MADE 1 ! OCCUR MED EXP (My one person) $ PERSONAL & ADV INJURY $ ■ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES POLICY n .PFRfT 1 PER , LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE UABILITY ANY AUTO ALL OWNED ED HIRED AUTOS SCHEDULED AUTOS 7 / / / / / / / / / / / / / / / / / / / COMBINED SINGLE OMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ DAMAGE l; accident $ $ ■ UMBRELLA L1AB EXCESS LIAR ■ OCCUR CLAIMS -MADE / / / / / / / / / / / / EACH OCCURRENCE $ AGGREGATE $ D ;• - .N$ $ A WO AND ANY OFFICE/I/MEMBER yes. (Mandatory DESCRIPTION 3 C . ° EMPLOYERS' LIAMUTY Y / N PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED? LJ In NH) OF OPERATIONS below N / A 21 -01440 ■ /07/2011 / / / / / / ) 2/07/2012 / / / / / / WCSTATU OTH- I TORY 1 IMITS I Lrt E.L. EACH ACCIDENT $ 1,000,000 $ 1,000,000 E.L. DISEASE - EA EMPLO : EL DISEASE - POLICY LIMIT $ 1 000 000 / / / / / / / / DESCRIPTION OF OPERATIONS! LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) CERTIFICATE HOLDER ( } - CITY OF MIAMI SHORES 10050 N.E. 2ND AVE MIAMI SHORES ( FL ) - 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE , INS025 (201005).01 ©1888 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYY) 07/25/12 PRODUCER Floridian Consultants Insurance 9371 S.W. 40th St. Miami, FL 33165 Phone (305)225 -9711 Fax (305)225 -7477 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MEGA ELECTRIC INC 16252 NW 79 Ave Miami Lakes, FL 33016 - (305)828 -5205 INSURER A: SCOTTSDALE INSURANCE COMP INSURER B: PROGRESSIVE INSURANCE COMP INSURER C: COMMERCE & INDUSTRY INSURANCE CO INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADO L INSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MDD/YYYY) M/ POLICY EXPIRATION DATE (MMIDDIYYYY) LIMITS A ■ GENERAL LIABILITY �pS0995827 06/11/2012 06/11/2013 EACH OCCURRENCE 1,000,000 Q COMMERCIAL GENERAL UABILITYMia DAMAGE TO RENTED PREMISES (Ea occurrence) 100,000 MED EXP (Any one person) 5,000 I ❑ CLAIMS MADE 0 OCCUR PERSONAL & ADV INJURY 1,000,000 . ■ GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG 2,000,000 0 POLICY ❑ PROJECT • LOC B ❑ AUTOMOBILE LIABILITY 05351579 -1 03/25/2012 03/25/2013 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 • ANY AUTO • ALL OWNED AUTOS BODILY INJURY (Per person) 0 SCHEDULED AUTOS 0 HIRED AUTOS BODILY INJURY (Per accident) in NON OWNED AUTOS PROPERTY DAMAGE (Per accident) • GARAGE UABIUTY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT • OTHER THAN EA ACC AUTO ONLY: AGG C ❑ EXCESS / UMBRELLA LIABILITY EBU026045296 06/23/2012 06/11/2013 EACH OCCURRENCE 4,000,000 0 OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ AGGREGATE 4,000,000 WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y/N ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below II WC STATU - • OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ELECTRICAL WORK WITH BUILDINGS 30 DAYS NOTICE OF CANCELLATION EXCEPT 10 DAYS FOR -NON PAYMENT OF PREMIUM CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, Fl 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FELIPE GOMEZ ACORD 25 (2009/01) QF ©1988 -2009 ACORD CORPORATION. All rights reserve The ACORD name and logo are registered marks of ACORD w Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181079 Permit Number: WS -5 -12 -960 Scheduled Inspection Date: November 06, 2012 Inspector: Bruhn, Norman Owner: LLC, BAGON 3850 Job Address: 9839 NE 13 Avenue Miami Shores, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone Number Parcel Number 1132050090500 Phone: (305)558 -8103 Building Department Comments REPLACE WINDOWS AND DOORS 23 WINDOWS AND 8 DOORS IMPACT RESISTANT Infractio Passed Comments INSPECTOR COMMENTS False Passed /`C� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 179955. CREATED AS REINSPECTION FOR INSP- 174122. structure must be complete first. NB TAP CONS NOT PER NOA. NO MINIMUM PENETRATION INTO MASONRY. November 05, 2012 For Inspections please call: (305)762 -4949 Page 21 of 34 P.P,. #25716 C.A. #27413 Jorge E. G., ci P.E. & Associa es, Inc. 14721 Dade Pine Avenue Miami Lakes, Fl 33014 305 ,53-- -:3530 cello 305- 877 -1679 e -mail: Jorgeisa @c:rmcast.net October 25, 2012 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, F133138 RE: Permit # W5512960 Owner: Oscar Goncalves 9839 NE 13th Avenue Contractor. General impact Glass & Window Corp. Miami Shores, Fl 33138 Subject Work: installation of Larne Missile Impact Resistance Fixed Window Mark 1 Attention: Structural Building inspector Dear Sir, At the request of contractor General Impact Glass and Windows, Corp. ( "General Impact"), as per your inspection and requirement, I performed a review of the specific subject Fixed Window (Mark 1) installation work, to determine its structural integrity given the change made to the dimensions specified in the plans submitted, and approved by the Building Department. The submitted and approved Shop Drawings' Load Table for Windows and Doors show the subject Window with a dimension of 72" wide x 80" high; the actual dimension of the window installed is 89" wide x 80" high. Per approved N.O.A. # 12- 0206.07, sheet 6 of 9, for a Maximum Frame Width "a" = 72" and High "b" = 83" the Pressure rating is 90.3 psf (positive) and 106.9 psf (negative). These approved pressures are quite above the calculated Design Wind pressures shown in the Table as 48.6 psf (positive) and 52.8 psf (negative), respectively. My review shows that by extrapolating the pressure values in the N.O.A. for the current dimensions, the approved pressures still will be quite above the calculated Design Wind pressures. Also, the only variable is the width changing from 72" to 89"; the height (80") which is the most critical span dimension for the frame anchorage to the reinforced concrete Head and Sill remains the same. From the Table in the N.O.A, sheet 9 of 9, for Maximum Anchor Spacing Schedule "5" we can see that the calculated Design Wind Pressure ( -52.8 psf) shown above is less than 75 psf in this Table. Therefore, the respective Anchors spacing shown in the Table of 9" o.c. at Head and Sill, and 12" o.c. at Jambs, equally apply for the current 89" x 80" Fixed Window installed. 1 of 2 From above, I have concluded that the subject installation appears in substantial compliance with the Shop Drawings and N.O.A. submitted by "General Impact", and approved under the above referenced construction permit by the Village of Miami Shores Building Department. As a routine matter, In order to avoid possible misunderstanding, nothing in this evaluation should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge and ability, this letter represents an accurate analysis of the subject referenced installation based upon careful evaluation as explained above, to the extent reasonably possible. Should you need additional information, please, contact me at above address and/or phones. e E. Garcia, P.E. a. License # 25316 Cc: General Impact Glass and Windows, Corp. Page 2 of 2 cAtz 9,,r'3q /vE• /3 4L. S4fe€ NOTICE OF COMMENCEMENT A RECORDED DOPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST ACTION PERMIT NO: TAX FOLIO NO. `/- STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements. will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 111111111111111111111111111111111111111111111 CFH 2012R03!5805 OR Bk 28116 Ps 41067; ties) RECORDED 05/18/2012 10:46:14 HARVEY RI VItar CLERK DF COURT I1IAMI -DADE COUNTY? FLORIDA LAST PAGE .// ,' Space "7 reserved for use of recalling office b 1. Legal description of property and street/address: e. /2 4O. a A% /41i 3. Ow ner(s) name and address: j'U+-r 3 (PS) L-C. Interest in property: Name and address of fee simple titleholder. 4. Cont actor's name, address and phone numbe Z., ) 5. Sure . (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ • 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name, address and phone number: • 8. In addition to himself, Owners iesignates the following person(s) to receive a copy of the Lienor's Notice as provided.in Section - 713.13(1)(b), Ronda Statutes. Name,•address and phone number. 9. Expiration date of this Notice of Commencement expiration date Is 1 year from the date of recording unless a dii[e,e t date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN #iESULT IN YOUR PAYING TWICE FOR LMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND-POSTED ON THE JOB sn-E BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT MTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of • F) orb z ,- : r•. ' Authorized Officer/Director/Partnerr /Manages dy Prepared By d� t?AZ� Prepared By Print Name / ' c • Print Name . (3 CO 1,-/ Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoiri was ac leiow ed before me this /0 dayof By � " e:.-e- , a Individually, or d as " _:.../ . for CI Personally known, or Croduced the fofiowing type` of Identification: Signature of Notary Public: • Print Name: (SEAL): VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury :I declare that I have read the foregoing and that the facts stated hi It are tne; to the best of my knowledge and belief. Signatures) of Owners) or Owner s)'s Authorized O fficer /Director'/Par'tner/Manager who • `_: • siie • v o '* ' r y r , i ; LIC STATE OF FLORIDA < : r tie n a mrnissien ► 3 1791252 4 :1 Expires: MAY 21, 2012 t BONDED THRO ATLANTIC BONDING CO., MC By 12442 PAGE 511th By HIPRVEY 3 5 A t r.. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 5. 31. t2 INSPECTION'S PHONE NUMBER: (305) 762.4949 '7eres�, BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Address: G�3%� A ) e ° r 4 - � City: j /6 / � i U/�5�- State: 7f / // f/9.%3 Zip: ✓�f Phone #: to T' 1 Permit No. RECEIVED MAY 05P,O1g Master Permit No. R- /2 - 66,• ,6/t/2(rdc bee,(47" Phone #:(' ) ^7 7: ° �✓�%) c� Tenant/Lessee Name: Email: JOB ADDRESS: % J 1 AV E. 4lJe- City: Miami Shores County: Miami Dade zip: �✓ /� r Folio/Parcel #: Is the Building Historically Designated: Yes NO 74)--277 Fllood Zone: '- fizz -1►- -- �r �� / —151-0 CONTRACTOR: Company Name: �OC�6/2 -e— -L 4/ 'c G 4--5 Phone#: (a ) Tg"— Address: (9- d e/ S , City: If/ a vl State: 4' —P�2/ O'_ Zip: 3 7// Qualifier Name: L &E / &/Z2- ' Phone #: State Certification or Registration #: ed e_ S,..---/J 9v Y' Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ �2/ 642/K % Square/Linear Footage of Work: f-/ 7 Type of Work: ❑Addition ❑Alteration New ORepair/Replace""- UDemolition Description of Work: =e-7//q / /Fl77U,e Z /i 1/-4Gl Li)),€)Pdc /) iJU�2. %3) 2V/Naiouis D6 vin / /tr p A-Ct— /?CS1ST41 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees*** //' **** * * * * * * * * * * * * *x�*** * * ** * * ***** *x *** **** �� so Submittal Fee $ Permit Fee $ ` 7�t� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ `"1 35 4 l b i3onding 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. Ithe absence of such posted notice, the inspection will not ' approved and a reinsp ction fee will be cihargea. Signature The foregoi strumen as acknowledged before me this The foregoin day of 20/7' , by f N R i f-UC' Da17I4-7- day of wh s erso `Tty known to me or who has produced wh A_- • tificafitentwi Er `glr ` OFF7ORIDA Manuel I. Paguaga Commission #DD791252 Signature NOTARY PUBL; y Sign: 1x Print: —' ,/ LOCZ61 33 # uoissiwBONDED THRII ATLANTIC BONDING C.Q PPIG, • wo .�,,aao ,>,� IkWf) saJldx3 •wwo0 6dy a /y. !4 /�rdR , My Commission Expires: APPROVED BY vDvnDva 1 i3nNvw J Contractor ment was acknowledged before me this, ,20tby ^d ®R,-Z CR t4 �i known to me or who has produced as identific,; ! and who did take an oath. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBL Sign: Print: uolsslj woa `� %' ��� My Commissi Zoning Clerk • Page 1 of air it -:'' t - a" �i: c* GLASS S. WIIIVO PSIS www.generalimpact.aom 2Tfe CfarSo(ution 290 West 78th Rood HIaleah, Fl - 33014. Ph: ( 954) - 228 - 5555 - ( 305) - 558 - 8103. Fax: ( 305) 558 - 8885. (866)748- 8376- (866)SHUTTERS PHONE TYPE OF SALES RETROFIT Build Width 100 Build Length 80 Build Height 20 From Ground Floor to the Apartment Negative Pressure 10% Corner Distance Location No. 10EE89 Date 2/11/2012 ZONE • 4 -53.4 ZONE - 5 -66 WIDTH 10 House: Positive Pressure HEIGHT ZONE4 &5 49,3 LENGTH 8 Customer Name: OSCAR GONCALVES •roject Name : revision Customer ID: 2 Address: 9839 NE 19 AV MIAMI SHORES Work: City: State: Zip Code: Cep • 305-733-3428 CONFIGURATION AS VIEWED FROM OUTSIDE LOOKING IN 1111111 Lead Time: 8 weeks Other: w ,�8k t F - Contact Name & e- mail:] iii ti t ,, ,,� g aE.�j'ti, rra',, Fax : THE FIRE BUILDING CODE REQUIRES EGRESS BASED ON THE SPECIFICATIONS OF THE COUNTY WHERE PROJECT WILL BE PERFORMED. EGRESS SQFT REQUIRED PER COUNTY: MIAMI DARE COUNTY o 5.7 SQFT - BROWARDa 5.0 SQFT. Frame Size Series - Items Description Zone 4 ors Product Design Pressure 10sese Moor Door Mark VASM Height System Description 821000 SHAPE DESIGN Open Zone Location Positive + Negative - Large or Small 1Abetie Hardware& Knish ColaOel Type - Qty Lite per Panel EGRESS? FrameColor& Pah&TYPO Glass Color class Cane r I I Screen? I Quantity I Unit Price I Total Price 6 37 80 Single French Door Left Had -Hbap a Right X Z4 Verona r Roseate Brew Fullvlew NC Silver Kynar Cadbta &16" -ant t/a aa0" Pee -Neal' YES 4 $ 592.41 $ 2,369.63 4 30 72 521000 Fixed Windows REC O Z4 Fullvlew NO Silver Kynar carmen 616 Est VS" HS .080" PYa•n1a YES 7 $ 191.83 $ 1,342.80 1 72 80 trouble French Door Active Left- Ina. Rgh1 XX Z4 Verona � Ro Braes Fullvlew Fullvlew YES YES Silver Kynar Silver Kynar Carmen carmta ens- E "� ""a'In" 16 • 'n MS' YES YES 1 5 $ 1,087.60 $ 310.84 $ 1,087.60 $ 1,564.19 3 30 72 Casement Single Right Hinges REC X Z4 14 37 51 521000 Fixed Windows REC O Z4 Fullvlew NO Silver Kynar Carmen 0 0 'E" ""' P e ""s YES 1 $ 167.44 $ 167.44 10 37 39 Casement Sbgie Right Hinges REC X Z4 Fullvlew YES Silver Kynar Carmen mra- -e a 1m SSW PPS -m 16 YES 1 $ 275.76 $ 275.76 12 74 44 518000 HR Horizonol Roller REC X0 Z4 Fullview YES Silver Kynar cadhia n1e^ -Est at16'HHs'600 "PVa -In e• YES 1 $ 292.27 $ 292.27 6 96 90 511000- 560Sidig Gloss Door XX Z4 INVOLUTE 2PL- Fullvlew YES Silver Kynar Carib ia owns -eMana HS.oarPUe -M919 YES 1 $ 864.36 $ 884.38 11 112 63 518000 HR Hoizaai Ro0er1/4- 1/2 -1/4 REC XOX Z4 Fullview YES Silver Kynar Carible 'its- -Est NIS- X090 Pw -" "a" YES 1 $ 613.44 $ 613.44 13 74 51 518000 HR Horlsoml Roller REC X0 Z4 Fullview YES Silver Kynar Carmia r" - Exlala° .0$0"PVe•In r its YES 1 $ 330.36 $ 330.36 9 32 85 521000 Fixed Windows REC O Z4 Fullvlew NO Silver Kynar Low EiNueGRPo8H80 EPSe,00NSeao rr+s ^ na sam °va'ma s fts 71�'E's 0 Ptla' q 8'a YES YES 2 2 $ 307.90 $ 1,504.54 $ 615.81 $ 3,009.09 7 150 80 511000 56D Sidbg Glass Door OXXO Z4 INVOLUTE Fullvlew YES Silver Kynar 8 53 85 521000 Pbced Windows REC O Z4 Fullvlew NO Silver Kynar Lew EBhmGRNS880 rrls"' Eara"e^HS•.owo- PVa- Inscte° YES 4 $ 472.82 $ 1,891.27 2 112 80 521000 Faced Windows REC O Z4 Fullvlew NO Silver Kynar Caribm SPIV �t74 SOP t4' YES 1 $ 815.60 $ 816.60 $ - $ - C O M M E NT S: brake metals for columns:800 $ Total kems. 14 SUB TOTAL MATERIAL CITY PERMIT $ 15, 229.48 $ - SHOP DRAWING I $ - salesperson Date: c? Ramiro (aerate Z cb�� Oust - �.: : /i�j ` T/ : A� -�_._. � DATE: SPECIAL ENGINEERING $ - »� ^ ® L INSTALLATION $ 5,865.00 WOOD BUCKS $ 1,600.50 N Print name Signat*we stgrnture OTHER $ 900.00 OUTSIDE RESTORATION $ 1,900.00 INSIDE RESTORATION T f}j i "b'vi} riv c ti . l" . 4/ Fy "i'. a Y t,. ,, . .ma• y --.w,:: . .}',, °,,y ti r A �1?w'° r F { , qt i 4�J ( k1;.-:� � P F I rw "s°k'.e� ! ' aNF'"a y .&,,, 1T �CA �f v .,' - _ ��,ai., s'i a r x:..'i a � 4x � 3� .J, ` }i 4 is' J, � 1.if � i '&•` ��e,'.'€:L, � vTM-' r ' '� i-i Tit ''4 '€fi t ..1 yc . I.r . � "x r4 ' / '3 tt . C ._ :� i b � `v - n - ,. . '. .� N ,* # r, # � ft Gn�',e ~ 1 : = �4,6 i„ - �" p 5 a • ! 6 If P `"�(Ia I t ,,a ,: q a •� a N, ay 'l r b;� /, 'F°,T ,. G. _:�„ ACCEPTED Z ... (7) 4- 9Y: Dater HOISTING (EQUIPMENT) $ 800.00 LOCAL SALES TAX Ol 1,134.01 General Impart Agent Sign GRAND TOTAL $ 27,428.99 $ - FIRST DEPOSIT .� 4r I PI Wood buck price Is an estimated price, and may be adjusted by General Impart upon Inspection of Nall interior. SECOND DEPOSIT - THIRD DEPOSIT $ - FINAL BALANCE •? �° �` . g � .1 .i ... 6 's�.'*ii ... - • ...._ rt f 1 -�. . }et4, tx F..�a��tlS -�: �, `i'.::. SALES CERTIFICATE #/ EXPOIRT GUIDE �#' www.sunbiz.org - Department of State Page 1 of 2 Home Contact Us E- Filing Services Document Searches Forms Help Previous on List Events Next on List Return To List Entity Name Search No Name History f . Submit' Detail by Entity Name Florida Limited Liability Company BAGON 3850 LLC Filing Information Document Number L10000074804 FEI /EIN Number 900592665 Date Filed 07/15/2010 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 08/31/2010 Event Effective Date NONE Principal Address 20900 NE 30TH AVENUE SUITE 200 AVENTURA FL 33180 Changed 08/31/2010 Mailing Address 20900 NE 30TH AVENUE SUITE 200 AVENTURA FL 33180 Changed 08/31/2010 Registered Agent Name & Address TREASURE FINANCIAL INC 6303 BLUE LAGOON DRIVE. STE 400 MIAMI FL 33126 US Manager /Member Detail Name & Address Title MGR VIEIRA, MARGARITA 20900 NE 30TH AVENUE SUITE 200 AVENTURA FL 33180 Annual Reports Report Year Filed Date 2011 04/19/2011 2012 04/13/2012 Document Images http:// www. sunbiz. org/ scripts /cordet.exe ?action = DETFIL &incLdoc_number =L 100000748... 5/17/2012 Miami -Dade My Home Page 2 of 2 Sale O/R• 27937 -1985 Sales Sales qualified as a result Qualification of examination of the Description: deed View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerations http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/17/2012 www.sunbiz.org - Department of State 04/13/2012 — ANNUAL REPORT 04/19/2011 --ANNUAL REPORT 08/31/2010-- LC Amendment 07/15/2010 — Florida Limited Liability View image in PoF fgnrat View irf140'111,14RF.fqrrhat- view image..itiPp,ffprnia, Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List Events No Name History 1 Home Contact us 1 Document Searches 1 E-Filing Services 1 Forms 1 Help 1 Copyriaht 0 and Privacy Policies State of Florida, Department of State Page 2 of 2 Entity Name Search Submit , + + http://www.sunbiz.org/scripts/cordet.exe?action=DETFIL&inq_doc_number=L100000748... 5/17/2012 Miami -Dade My Home My Home idacie.go Show Me: Property Information Search By: Select Item - 0 Text only j{r� t Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 - 009 -0500 Property: 9839 NE 13 AVE Mailing BAGON 3850 LLC Address: 1 Living Units: 20900 NE 30 AVE STE 200 Adj Sq Footage: AVENTURA FL Lot Size: 33180- Property Information: Primary Zone: 1700 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/4 Floors: 1 Living Units: 1 Adj Sq Footage: 4,024 Lot Size: 14,023.50 SQ FT Year Built: 1952 850,000/ $503,054 EARLETON SHORES Legal PB 43 -80 LOT 5 BLK 4 Description: LOT SIZE 93.490 X 150 OR 15183 -1120 0891 4 $25,000/ $528,054 OR 27937 -1985 1111 01 Assessment Information: Year: 2011 2010 Land Value: $804,386 $846,878 Building Value: $480,641 $481,176 Market Value: $1,285,027 $1,328,054 Assessed Value: $553,054 $544,881 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $503,054 $50,000/ $494,881 County: 850,000/ $503,054 $50,000/ $494,881 City: $50,000/ $503,054 $50,000/ $494,881 School Board: $25,000/ $528,054 $25,000/ $519,881 Sale Information: Sale Date: 11/2011 Sale Amount: $1,400,000 Page 1 of 2 ACTIVE TO rL: T Aerial Photography - 2009 My Home I Propertv Information I Propertv Taxes I My Neighborhood 1 Propertv Appraiser 0 Home 1 Using Our Site ; Phone Directory 1 Privacy 1 Disclaimer 116 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend • Property + Boundary • Selected • Property r/ Street • Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/17/2012 Miami -Dade My Home Page 2 of 2 Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone oning Land Use Urban Development Boundary oning Non -Ad Valorem Assessments onmental Considerations http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/17/2012 MAR -07 -2012 14:56 From:3055510857 Page:1 /3 A °i CERTIFICATE OF LIABILITY INSURANCE 1 3/7/2012 "' HOLDER. THIS BY THE POLICIES AUTHORIZED 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. IMPORTANT: if the Certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed, If SUBROGATION IS WANED, 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 Casualty Systems 3331 SW 107 Ave Miami – FL 33165 ��,9BEr tpaH0 Juan Hernandez 551 -0590 _� -08x7 em (305) I P I ( �N�1 � 05)s51 E -ml- ADDAF.5,6:_,, PRODUCER . CS T-DJ Admin5casual s st ms.com LY Y ,,, A00Q0010 8R.IDA. INSURER(S) AFFORDING COVERAGE NAIC si susuneD General Impact Glass & Windows Corporation 290 West 78th Rd, Hialeah FL 33014 gams Aaridgefl.eld Emaloyer3_Insurance INSURERS; INSURER �� - C: _ _ D: _ _ _ _ ry INSURER INSUR>3R NSURER E P: COVERAGES CERTIFICATE NUMBER:CL112101735 REVISION NUMBER: THIS INDICATED, CERTIFICATE EXCLUSIONS wart IS TQ CERTIFY THAT NOTWITHSTANDING MAY BE ISSUED AND CONDITIONS THE LABIUM, LABIUM, POLICIES ANY REQUIREMENT, OR MAY OF SUCH OF INSURANCE PERTAIN. POLICIES, ADDL INSR SON... WSD LISTED BELOW HAVE BEEN ISSUED TO TERM OR CONDMON OF ANY CONTRACT THE INSURANCE AFFORDED BY THE POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY THE INSURED OR OTHER DESCRIBED PAID CLAIMS POLICY'pp (MMiDDM/YY} NAMED ABOVE FOR THE DOCUMENT WITH RESPECT HEREIN IS SUBJECT TO POLICY TO ALL THE —• 5 $ PERIOD WHICH THIS TERMS, _ -_- TYPE OF DLSUAAfIC[ OCCUR POLICY NUmeER u SOFFID/YYYY) -- ^ LIMITS EACH OCCURRENCE GFSIERAI, LIABILITY COMMERCIAL GENERAL PREMI9 MED EXP (Arty onnperson) PERSONAL &ADV INJURY CLAIMS-MADE $ $ — GENERAL AGGREGATE GEN'L AGGREGATE LIMIT I-� P POLICY I f J APPLIES PER: `� . COMP/OP AGCY $ I LOC MPRODUCTS $ AUTOMOBILE WABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS �• COMBINED SINGLE LIMIT - „ BODILY INJURY (Per person) $ — $ — BODILY INJURY (Per accident $ — PROPERTY DAMAGE _ $ — $ _ $ - — UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH 0CCURRENOE $ __ ...... — AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ _ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIEMR/PARTNEFSEXECUTIVE OFFICER/MEMBER EXCI,UQED? (Mandatory in NH) If syto6 describe under DESCRIPTION OF OPERATIONS Y N N / A 0830 -29908 2/1/2012 2/7/2013 WC STATU. j'OTH. TORY LI%MITSS ER $ $ $ E E. EAGN ACCIDENT 100 , 000 below E L DISEASE - EA EMPLOYEE 100 , o00, EL DISEASE - POLICY LIMIT 500 000 — DESCRIPTION OF OPERATIONS / LawATION$ / VEHICLP,9 (Attach ACORD 701, Mational Remarks SorreOde, Smote space is rotoirod) General Contr5Ctor Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 ACORD 25 (2009/09) INS025 (2ooeon CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ilan Hernandez/YOU The ACORD name and logo are registered mark CARpORD CORPORATION. All rights reserved. 03/07/2012 16:40 FAX 2394378444 STATEWIDE INS MKT 11002 /002 • j CERTIFICATE OF LIABILITY INSURANCE _ THI$ CERTIFICATE It ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES 140T 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. DATE LMMIDDI'YYY) 03/07/12 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the terms and conditions of the policy, certain policies may require certificate holder in law cif such cndoracmmt(s). PRODUCER Integrity Solutions Group 8784 Aka Road, Suite #100 Fort Myers, FL 33912 Phone (239)4374444 Fax (239)437 -8444 INsURleU GENERAL IMPACT GLASS & WINDOWS. CORP. 290 West 78th Road Hialeah. FL 33014- 305- 558 -8103 the puUcy(ies) must be endorsed, If SUBROGATION 1S WAIVED, subiect to an endorsement A statement on this certificate does not confer rights to the MNAMRTtAC' Er JESSICA D MICHEL AA NI o. aid; (239) 437 -6444- J F No (239) 437 -8444 =mess: INSURANCESW@GMAILCOM PRODUCER CUSTOMER ID g,: INSURER(S) AFFORDING COVERAGE INSURER A ESSEX INSURANCE COMPANY (A RATED_ INSURER B': INSURERS : INSURER D: INSURER NAIC!_ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS Is TO CERTIFY THi T THE POUCIES OF INSURANCE USTED BELOW HAVE DEEN ISSUED TO THEEI INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSI-ANOING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDMON$ QF SUCH POUCIES. OMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE GENERAL LABQSry I i COMMERCIAL O@NI.RAL LAsj,ITY ❑ ,u CLAIMS -MADE 11 OCCUR IZ 32,500 DEDUC "IBLE GEN'L AGGREGATE uiwr APPLIES PER • POLICY 0 7 we AUYGMOSR9 LIABLI f ❑ ANY AUTO U ALL OWNED Amos ❑ SCHEDULED AUTOII n it HIRED ANDS NON -OWNED AUTOS 3B POLICY NURSEd p(MIItI DITYXY1 lOWYYYY - SR Y N 3001986 08/14/2011 08/14/2012 EACH COMMENCE E$ i taiti onvEID. L MED E F (Any One penidn) 8 1,000,000 8 S PERSONAL BABY INJURY GENERAL AGGREGATE PRODUCYS- COMP/OP AGG ❑ UMBRELLA LIAR 1 1 QCCUR ❑ EXCESS LIAR 1.1 CLAIMS-MADE ❑ DEDUCTIFU E RETENTION WORKERS COMPENSAT ON AND EMPLOYERS LABILITY Y ANY PROPRIETOR/PARTNER/EXECUTIVE J NN OFFICER/MEMBER EXCLUDED? (Mry in NN) If yes, describe under DESCRIPTION OF OPERATIONS below NIA COMBINED SINGLE LIMIT (Ea atsidenq 301:M.Y INJURY (Par pgr4gn) BODILY INJURY (Par ecedgnt; PROPERTY DAMAGE (Per mddant) EACH OCCURRENCE AGGREGATE 50.000 5,000 1,000.000 2,000,000 1,000.000 n TORYrLAlM rrS I I gT� E.L. EACH ACCIDENT EL DISEASE -EA EMPLOYEE 3 EL. DISEASE - POLICY LIMIT 3 DESCRIPTION OF OPERATION; / LOCATIONS I VEHICLES (Attach ACORD 1o4, AddeionaI Remarks Schedule. II more space is requests) OPERATIONS; MANUFACTURER, RETAIL & INSTALLATIONS OF SHUTTERS, WINDOWS, DOORS THIS GENERAL LIABILITY POLICY CONTAINS A DEDUCTIBLE OF $2,500.00 PER ANY ONE CLAIM CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE: 2 AVENUE MIAMI SHORES.FL 33138 ACORD 25 (2009/09) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 6E CANCELLED BEFORE THE EXPIRATION DATE HEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISION AUTHOR® JESSICA D M(C i1EL The AtORienatte,4111.14 o shifiteg mss, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CRUZ, JORGE LUIS GENERAL IMPACT GLASS & WINDOWS CORP 5721 SW 59TH PL MIAMI FL 33143 -2271 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.myfloridallcense.com. There you can find more Information about our divisions and the regulations that impact you, subscribe to department newsletters and team 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 Perm' No: 12 -960 Job Name: May 31, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The wind design is shown as exposure C but the project is in exposure D. 2) Provide a substantial improvement verification work sheet completed and signed by the owner. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 FLORIDA BUILDING COD 2010 - ASE /SEI 7 -10 - WIND LOAD TABLES -170 175'mph - Enclosed Building with mean roof heig Mess than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF LOCITY - EXPOSURE C BuiIdi* Height Roof Slope Tess than 10 degrees Roof Slope than greater 10 degrees Positive Pove Negative Positive J Negative z4 & z5 z4 & z i, z4 z5 z�4 -1 z4 z5 0-15 34.6 7.5 46.,1,;;;---37.8 43.4 41.0 50.6 16 -20 36.8 39 490 40.2 43.6 53.8 21 -30 40.0 43,42-,:,53.4 46.3 43.7 47.4 58.6 31 -40 42.5 ..46.1 6.7 46.5 50.4 62.2 41 -50 44.6 " 48.3 59:4, 487 52.8 65.2 51 -60 4,€0 50.2 618 ,50.6 54.9 67.8 LOCATION , BROWARD COUNTY, PALM BEACH AND EXAMPLES DTHER COUN`T'IES ND PRESSURES IN P H VELOCITY - EX URE C Buildingof Height Slope less than 10 degrees i oof S1 a gr' ter 10 degrees greater 10 degrees Positive _ Negative Positive Negative Negative z4 & z5 4 ; 5 z4 & z5 z4 z5 - 367 39:7••:-:,---_ 48.9 40.1 43.4 53.6 16-20 39.0 4?::2 49 6 46.2 7.0 21 -30 42.4 X46.0 56.6 46.3 50.2 62.1 31-40 45:x' 48.8 60.1 4912 53.4 659 41 -50 ,40.2 51.2 63.0 51.6--, -r, 56.0 69.1 51 -60 '• 49.1 53.2 65.4 53.6 58,2 71.8 LOCAT?SN _, (+PLE MIAMI -DADE COUNTY M„ WIND PRESSURES IN PSF MPH VELOCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees greater 10 degrees Positive Negative Positive Negative Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58 :9 48.2 52.3 64.6 21 -30 47.4 51.3. 63.1 51.7 • 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41 -50 51.8 56.1 69.0 56.6 61.3 75.7 51 -60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHU77ERS WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION 15 REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For building > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever Is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V =170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt= 1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTAR AREA: 10 SOF • 12- EDGE STRIP (a): The smaller of 10% of ttre least horizontal dimension or 40% of the Mean roof height, but not Tess than the larger of 4% of the least horizontal dimension or 3 f • WIND PRESSURES IN PSF MPH VELOCITY - Building Height Roof Slope Tess than 10 degrees Roof Slope than greater 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 52.8 _ j 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21 -30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41 -50 54.9 59.4 73.1 60.0 65.0 80.2 51 -60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI -DADE COUNTY Roof Slope (h) MEAN ROOF `S') HEIGHT 94" •'I a < =BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a =3 feet ora- 0.04xBW E N G C O, Inc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) E marl: Engco 3/6/2012 COUNTY S + ,9,/01/1, tat /3iq te,f2�aiZZeLL DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur' the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 "21000 High Impact " Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. 12 -004, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 bees led and there has been no change in the applicable building code negatively affecting the performance/o° TERMINATION of this NOA will occur after the expiration date or if there n a r wso °� • hange in the materials, use, and/or manufacture of the product or process. Misuse of a e i do - ment of any product, for sales, advertising or any other purposes shall automata Failure to comply with any section of this NOA shall be cause for termination an ADVERTISEMENT: The NOA number preceded by the words l0_ followed by the expiration date may be displayed in advertising literature: displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805. SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.gov/oera/ this entire NOA shall be provided to the user by the manufacturer r its INSPECTION: A copy of pt' distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0104.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. W311'2- NOA No. 12 -0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12 -004, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6058, dated 10/23/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NDA #10-0104.03) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NDA #10-0104.03) 2. Glaring complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manuel Pe, 3' .E. Product Control r1 iner NOA No. 12-0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 E -1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 27, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #10- 0104.03) 3. Laboratory compliance letter for Test Report No. FTL -6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA #100104.03) G. OTHER 1. Notice of Acceptance No. 10-0104.03, issued to General Impact Glass & Windows, Corp. for their Series "21000 High Impact Laminated Glass" Aluminum Fixed Window - L.M.I., approved on 02/17/10 and expiring on 02/17/15. Manuel Pe ` E. L.- Product Control E :. m er NOA No. 12-0 1 6.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 E -2 ` x( °pulls s 2, -7/ $ 4 Is BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use cif such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Ahura. Outswing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20 /07, prepared by AI-Farooq, Corporation, signed and sealed by Hnmayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:'Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.i ov/buildingcode RENEWAL of this NOA shall be considered after a renewal application has as been no change in the applicable building code negatively affecting the performan 'TERMINATION of this NOA will occur after the expiration date or if there in the materials, use, and/or manufacture of the product or process. Misuse of any product, for sales, advertising or any other purposes shall automati to comply with any section of this NOA shall be cause for termination an ADVERTISEMENT: The NOA number preceded by the words followed by the expiration date may be displayed in advertising literature. If 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 revises and renews NOA # 03-0612.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. change ent Failure NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 • Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28103 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3 /02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03 -0612.04) 3. Test reports on: 1) Air Tniltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3 /02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P P.E. Product Control = - miner NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 6/18/07, signed and sealed.by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Pins - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IQG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. A, Mann Per A, Product Control Exa 197r NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E -2 sI(o,il *_Z� DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 "18000 High Impact" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -006, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/12, with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name model/series, and following statement: "Miami -Dade County Product Control Appr noted herein. RENEWAL of this NOA shall be considered after a renewal application has no change in the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the expiration date or if there in the materials, use, and/or manufacture of the product or process. Misuse of this of any product, for sales, advertising or any other purposes shall automatically terminate to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0806.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /pera/ 1.111w1.1,71,14Fk• 11,ZII• APPROVED; NOA No. 12-0206.08 Expiration Date: October 21, 2014 Approval Date: April 12, 2012 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-006 titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant ", sheets 1 through 14 of 14, dated 01/10/12 with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. r °1'L -5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA #09- 0806.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09/22/09 by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #09- 080003) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manuel Pe Product Control i er NOA No. 12 -0206.08 Expiration Date: October 21, 2014 Approval Date: April 12, 2012 E -1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 27, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated July 27, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #09- 0806.03) 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA#09- 0806.03) G. OTTER 1. Notice of Acceptance No. 09- 0806.03, issued to General Impact Glass & Windows, Corp. for their Series "18000" Aluminum Horizontal Sliding Window — L.M.L, approved on 10/21/09 and expiring on 10/21/14. Manuel Per a .E. Product Control E. i„ er NOA No. 12-0206.08 Expiration Date: October 21, 2014 Approval Date: April 12, 2012 E -2 11 IAM 1 -DADE 7-17rOpuy t1(ibt 1(01) friL DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATO Y AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www. m is m idade.gov /Hera/ General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date - stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product 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 "11000 High Impact" 9'0" Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -003 Rev 1, titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, inclusive 7A, dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and 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 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an product, for sales, advertising or any other purposes shall automatically terminate this 1!.1 with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida a d folio +end by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thet 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 revises NOA # 08- 1003.06 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 14 VA NOA No 12-0206.10 Expiration Date: December 11, 2013 Approval Date: May 03, 2012 Page 1 General Impact Glass & Windows Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 08- 1003.06) 2. Drawing No. 12 -003 Rev 1, titled "Series 11000 Impact Sliding Glass Door ", sheets 1 through 18 of 18, inclusive 7A, dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 08- 1003.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a Aluminum Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5626, dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1 Statement letter of conformance to FBC 2010, dated JAN. 27, 2012, issued by prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 09/11/2008 and 11/17/2008, signed and sealed by Walter A. Tillit, Jr., P.E. (transferred from file # 08- 1003.06) 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Tilteco, Inc, dated September 17, 2008, signed and sealed by Walter A. Tillit, Jr., P.E.(transferred from file # 08- 1003.06) 2. Lab compliance as part of the above referenced test report. 3. Addendum letter for Test Report no. FTL -5626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/2008, signed and sealed by Jose Sanchez. G. OTHER 1. This NOA revises NOA # 08- 1003.06, expiring on December 11, 2013. E -1 Jaime D. Gascon, P.E: Chief, Product Control Section Supervisor NOA No 12- 0206.10 Expiration Date: December 11, 2013 Approval Date: May 03, 2012 7-19{ oFeituftV (b “ibsi 2/3D17,416 2ra BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA). R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by AI— Farooq Corporation, signed and sealed by Arshad Vigor, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Res' LIMITATIONS: 1. Load bearing shim required. 2. Max i /4" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the �� : a�;� �o, %ity, state and following statement "Miami Dade County Product Control ApproV • , ° )�s th rvv ite4 herein. RENEWAL of this NOA shall be considered after a renewal application halb$e4 sled clthere has been no change in the applicable building code negatively affecting the performance~ of this roduct. TERMINATION of this NOA will occur after the expiration date or if there has been a'revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may 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 No. 08-0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /bnildingcode NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.)", sheets 1 throe& 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform SiAtic Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. Y114 -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FM-4166, dated March 31, 2004, signed and sealed by Edmundo Largaesparla, P. E. (Submitted under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by AI Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon,F. E. Chief, Product Control Division NOA No. 09-0630.07 • Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CER'1'll+'1CATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 4. Laboratory compliance letter for Test Report No. 1 TL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s Zi "1'L -4154, FTL -4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) G. 0 1'HERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites — approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 to pia IVliarni 12 Ell PROVED 10 DATE BEDROOM FAMILY ROOM Z( IING DEPT no DI_‘DG DEPT SUBJECT TO COMPUTANCi_ WI III Al L f -L DER& STATE AND COUNTY Rill LS ANf) 111 G1ILATION S 44r BATH ROOM BATH ROOM GREAT ROOM MASTER BEDROOM DINNING CLOSET LMNG ROOM BATH BROOM WALKING CLOSET KITCHEN BEDROOM t. t. SITE OF PROJECT LOCATION NORTH NAY 2 5 241 a,. OFFICE /BEDROOM JAIRt� lR4+iDOt 'GARCIA u 05 -10 -2012 DAM N. T. S. (JD W U. Clf � O O = U) U U) Q IS= MOM 9839 NE 13 Ave. Miami Shores Florida 33138 DIPSISt Living 7 :•.- .- .-... -. -.:. v :l. :l.:l: :V;NeS%!;t :r= -:1i -(,.l i 4=41.: / :'_ :Olaf 3 30� 30-?' LEGEND 1s I OFFICE /BEDROOM t: i t BATH ROOM GARAGE FLOOR PLAN Q Horizontal Roller Window A Casement Window 7 Fixed Window O Out Swing Door O Sliding Glass Door NA Not Part of the Project FLOOR PLAN GENRRAi. IMPACT &vim GENERAL IMPACT MOWSSMIIIIVAM ftmMMUM DRAWING NUMBER 12 -088 SHEET I OF 3 WD 1YPYW EMRAILLELEVATION (0) Tye Fix Mario 1 pRERIOt IIEVATTON CO TYPBCRO Tholc15 MO DD WD FIX HR CAS SOD OSD t — 731 --. EXMOOR ELEVATION QQ Type 08D Mark 1D DD t, to MO I 0 x 032152.01212U21 ELEVATE( (O Type 80D Mario 18D LEGEND Masonry Opening Door Dimension, Window Dimension, Fixed Window Horizontal Roller Window Casement Window Sliding Glass .Door Out Swing Door i r WD --30 —fi 3014 MO EX1E180R UMMI m TXVD CAS iirrL2,7 &8 0 1YPICAL ETD]8OR ELEVATION TO) Type: Fix Mario 3, 4, 5, 5,20, 21, 22 &23 X OMR (XO: TypeHR%i,Y.) Mario 18 a L 0 WO 3:032-21521811122012 Types Fix Mario 9, 12, 19 & 14 k— 60 MO =MR ELEVATION 1101 40t Maric17 1Y L EXTE71 ELEVA12 (0) Type FIR Mario 98 r we 0 251 mo MCC EXTERIOR ELEVATION (01 Typee Fix Marb18 NOTE: 1" wood buck to be independently anchored to the structure w/ a min. of 1 %." embedment @ 6" spacing from ends © 12" o.c. elsewere. ELEVATION DETAILS WD 1332-8262111821114 TYpax FIz Mario 11 a :71,- DM 74 # 0 I-- 74. MO EXIERl08 ELEVA1104 101 Typa HR Mark 19 0 x 0 co 10 at fx5 1 — 373-4 mo EXTERIOR ELEVATION CO Type 08D Mack 23D & 24D 14 TYPICK EXIE%0R ELENA= (02X01 TSB RHO itario14D 1 1 37 —4 MO • imater MOON t 129 OS Meek 250 MEMIIILEM1MILCO Type 05D Mot 210 INAWIt JAIRO BLANDON GARCIA 05-10-2012 REVBED 6(: DATE N. T. S. PRIM AMES 9839 NE 13 Ave. Miami Shores Florida 33138 GENERAL IMPACT GLASS & WINDOWS GENERAL IMPACT am 11169 MD BB98 DRAWING NUMBER 12 -088 SHEET 2 OF 3 Height of the Building 12' LOAD TABLE FOR WINDOW AND DOOR - OSCAR GONCALVES MKS Description Qty Width ) Height ) . Tribut Area (SgFt) § N Cont Desirg Press. Approed Press Mamaf Rating Glaze Product Approval N.O.A. a pin( +) Pte() PM( +) Pte(-) WINDOWS AND DOORS 1 Series "21000 High Impact Laminated Glass" Aluminum Fixed Window 1 72 80 40.00 4 0 40 90.3 106.9 General Impact Large Missile Impact Resistant 9116" Laminated Glass 12-0208.07 1D Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites / 1 72 80 40.00 4 XX 1 43 > 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'A' 09-0630.07 2 Outswing Aluminum Casement Window 1 30 72 15.00 4 X 1 43. 88.0 66.0 Florida Window System, Corp. Large Missile Impact Resistant air Heat Stren'd Glass Type "B1" 08-0804.01 3 Series "21000 High impact Laminated Glass" Aluminum Fixed Window 1 30 72 15.00 4 O .1 43. - 75.0 75.0 General Impact Large Missile Impact Resistant 5/18" Laminated Glass Type B' 12- 0206.07 4 Series "21000 High Impact Laminated Glass" Alumina Fixed Window 1 30 72 15.00 4 O .1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12-0208.07 5 Series "21000 High impact Laminated Glass" Aluminun Fixed Window 1 30 72 15.00 4 0 .1 43.4 75.0 75.0 General Impact large Missile Impact Resistant 5/16° Laminated Glass Type B' 12.0206.07 6 Series "21000 High Impact Laminated Glass" Aluminum Fixed Window 1 30 72 ' 15.00 4 0 .1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/18" Laminated Glass Type B' 12.0206.07 7 Outawing Aluminum Casement Window 1 30 72 15.00 4 X '.1 43.4 66.0 66.0 Florida Window System, Corp. Large Missile Impact Resistant 3/8" Heat Shedd Glass Type "B1" 08-0804.01 8 Outswbg Aluminum Casement Window 1 30 72 15.00 5 X .1 53.6 66.0 68.0 Florida Window System, Corp. Large Missile Impact Resistant 3/8" Heat Stren'd Glass Type "B1" 08. 0604.01 9 Series "21000 High Impact Laminated Glass" Aluminum Fixed Window 1 48 891/2 29.83 4 0 .1 43. ' 70.0 70.0 General Impact Lange Missile Impact Resistant 5/16" Laminated Glass Type B' 12- 0206.07 10 Series "21000 High Impact Laminated G lass" Aluminun Fixed Window 1 321/4 • 891/2 20.04 5 O .1 53. • 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12-0208.07 11 Series "21000 High Impact Laminated Glass" Aluminum Fbced Window 1 301/4 891/2 18.80 5 0 .1 53 • 75.0 75.0 General Impact Large Missile Impact Resistant 5/18" Laminated Glass Type B' 12 -0208.07 12 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 48 8912 29.83 4 O .1 4 70.0 70.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12- 0206.07 13 Series "21000 High Impact Laminated Glass" Aluminum Fixed Window 1 48 8912 29.83 4 O 1 4 70.0 70.0 General impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12-0208.07 14 Series "21000 High impact Laminated G lass" Aluminun Fixed Window 1 48 8912 29.83 4 0 1 .4 70.0 70.0 General Impact Large Missile Impact Resistant 5/18" Laminated Glass Type 8 12 -0208.07 14D Series "11000High impact" 9'0" Aluminum Sliding Glass Door. / 1 144 80 80.00 ' 5 O XXO 401 .8 100.0 120.0 General impact Large Missile Impact Resistant 7H8" laminated Glass 12- 0206.10 15 ' (Mswing Aluminum Casement Window 1 37 38 3/8 9.86 4 X 401 4 75.0 80.0 Florida Window System, Corp. Large Missile Impact Resistant 318" Heat Stre n'd Gass Type "B1" 08-0604.01 18 Series " 18000" Aluminum Horizontal Sliding Window 1 • 111 83 4&56 4 X0 X 401 '.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/18" Laminated Gass Type A 12- 0206.08 16D Series "11000High Impact' 9"0" Aluminum Sliding Glass Door. i 1 94 89 58.10 4 XX 40 .4 91.0 99.0 General Impact Large Missile impact Resistant 7/16" laminated Glass 12- 0206.10 17 Series "18000" Aluminum Horizontal Sliding Window 1 60 44 18.33 4 XO 40! .4 90.0 100.0 General Impact Large Missile Impact Resistant 7/18" Laminated Glass Type A 12-0206.08 17D Series "11000High impact" 9'0" Aluminum Sliding Glass Door. / 1 144 80 80.00 5 OXXO 40 6 100.0 120.0 General Impact Large Missile Impact Resistant 7/16" laminated Glass 12- 0208.10 18 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 37 50112 12.98 5 O 1 53 • 75.0 75.0 General impact Large Missile Impact Resistant 5/18" Laminated Glass Type B' 12.0208.07 19 Series "18000" Aluminum Horizontal Sliding Window 1 74 501/2 25.95 4 X O 1 43 90.0 100.0 General Impact ' Large Missile Impact Resistant 7/16" Laminated Glass Type A 12-0208.08 20 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 30 72 15.00 4 0 .1 43. 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12- 0208.07 21 Series "21000 High Impact Laminated Glass" Aluminum Fixed Window 1 30 72 15.00 4 O 1 43 75.0 75.0 General Impact Large Missile Impact Resistant 5/18" Lamnated Glass Type B' 12-0208.07 21D Series "RD45" Aluminum Entrance Door w/ we Transom & Sidelites / 1 35 81 1/2 19.81 4 X ..1 43 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/18" Laminated Glass Type W 09-0830.07 22 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 30 72 15.00 4 0 .1 43. 75.0 75.0 General Impact Large Missile Impact Resistant 5116" Laminated Glass Type B' 12-0206.07 23 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 30 72 15.00 ' 4 O 1' 43 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B' 12-0206.07 23D Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites / 1 38 80 20.E .1 43 - 80.0 80.0 R C. Aluminum industries, Inc. Large and Small Missile Impact 5116" Laminated Glass Type A' 10.07 24D Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites / 1 36 80 20.00 4 X r.1 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/18" Laminated Glass Type 'A' 09-0630.07 25D Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites / 1 3512 81 12 20.09 5 X " 1 .6 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type A' 09- 0830.07 JAIRO BLANDON GARCIA 05 -10 -2012 WEED Br: DAM STALE: N. T. S. PROW aCRIS4 9839 NE 13 Ave. Miami .Shores Florida 33138 KIM GENERAL IMPACT GLASS &WINDOWS GENERAL IMPACT. War ors AD MON rare asmanm� sas81:10 DRAWING NUMBER 12 -088 SHEET 3 OF 3 GENERAL NOTES© 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. THESE WINDOWS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI — DADE /BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT LED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS blff USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS 2005. THESE WINDOWS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -20Z & TAS -203, PER FENESTRATION i $iING LAB REPORT i 6058 AND AS PER SUBMII►t.0 STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. ASA LEI FRESSIME WINGS SHILL BE AS PER SCHEDULES SHOWN ON SHEETS I3. 7 & EL MAMA FOR ACDRESSING „DIFFVIENT SHAPES jS AS EXPIANED ON MS SHEET (4), 3. 114ESE WINDOWS WILL NOT REQUIRE A NURIWCANg PROIECIIIN[ 1ICE. 4. MESE WINDOWS ARE APPROVED FOR AIR AND WATER INFfL1RATIOlt 5. THESE WINDOWS COMPLY WITH SECTIONS 2406,1, 2411,4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SHEET 2 OF THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3,3,4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP, WOOD BUCKS MUST BE SOUTHERN PINE WITH G=0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUIDING CODE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I>I. ANCHOR NOTE& SEE SHEET 9 FOR IAAMMUM SPACING. EMBEDMENT AND ETfGE DISTANCE ARE BEYOND ANY WALL FILL (A) TO EXISTING POURED CONCRETE: (Min. fc = 2730 psi.), MIN. EDGE DISTANCE = 2 1/2 ". — 1/4"0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT 8®), THRU 1" P.T. WOOD BUCK. TO EXISTING HOLLOW BLOCK WALL (Min. fm = 1924 psi,). MIN. EDGE DISTANCE = 2 1/2 ". — 1/4 "0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT®), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. W000 BUCK. (MIN. G = 0.55) MIN. EDGE DISTANCE = 1 ". — 1/4 "0 ULTRACON 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT ®). TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063—T5 ALLOY) MIN. EDGE DISTANCE = 1/2". — 1/4 "0 -14 'MK SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY ITN BUILDEX, INC. (COMPONENT ). (E) TO EXISTING MIN. 12 GAGE (0.106 ") STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 3/8 ". — 1/4"0-14 TEK SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY TM BUILDEX, INC. (COMPONENT ® ). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (1YP.). 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. (B) (0) 12. WINDOWS' MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GEMOVV. PAPACY GLASS AND WINDOWS, tom. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (A) 111I5 P,A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; LE WHERE THE SITE CONOITIONS DEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE COND1110NS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (C) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD„ SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. (E) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. e0/i0II90wioovoesr'_ ito by Sti_ LEN . d.m "a" frame with L-"a° frame width tit I E I gI MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a" x "b" OR RECTANGLE "a" x "b" AS SHOWN IN 001 I EU UNES AND OBTAINING MAXIMUM A,S,D. DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 & 8 FOR SIB 21000 HIGH IMPACT FIXED LAMIt4A'TED GLASS WINDOWS. —"a" frame width- FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVI as complying with the Florida Building Code �j Acceptance No !2 OW (.O E. it tion Date SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS I —DADE COUNTY • CC' P.E. S 9 I �iA�I 14 � ® /�sisssst/0� IL EC O INC. TIUJT TESTING & ENGINEERING COMPANY 8398 N.@. 38th. 5t., Ste. 308, MQt000A COMM Ft 33168 Phase : (308$71 -1530. Feu : 005$71 -1531 e-nn0: tilbsooecoLoara Et- 0008710 WALTER A. TILUT Jr., P.E. FLORIDA Lic. 44157 • ee e■ all ■- 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (308) 558 -8103 FAX: (305) 558 -6865 www.genemfmpact.corn HEY. NO OCOMPTOIN ONE NEV. No OCHCRIPROO 12-004 DRAWING Na etD 03-m1 *1/091*: 3 4 SHEET 1 OF 9 5/8" BITE 5/8" GLASS BITE 5/8" GLASS BITE GLAZING DETAIL FOR, 1a W/� GLAZING DETAIL FOR oA W/ 0 0 0 5/8" GLASS BITE n 0 \_.#10x1 1/4" S.M.S ® 12" 0.C. GLAZING DETAIL FOR, 1a W /sA 5/8" GLASS BITE 5/8" GLASS 0 10x1 1/4" S.M.S @ 12" O.C. GLAZING DETAIL FOR, W /3A 0 BITE #lOx1 1/4" S.M.S 12" 0.0. GLAZING DETAIL FOR ,GLAZING DETAIL FOR. ®w/C) @w/0 GLAZING DETAILS SCALE 1 /2" = 1" BILL OF MATERIALS ITEM # DESCRIPTION DIMENSIONS & REMARKS MATERIAL 0 FRAME HEAD /SILL (2) REQUIRED 6063 -T6 02 FRAME JAMB (2) REQUIRED 6063 -T6 O GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 -T6 0 GLAZING BEAD FOR CURVED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 -T6 O WEATHER STRIPING, ULTRAFAB E -271 (4) AT GLAZING BEAD NEOPRENE 8 WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE 46 WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE 0 ORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. STEEL 0 DOW CORNING 995 STRUCTURAL SIUCONE O DOW CORNING 795 STRUCTURAL SILICONE 07 WHITE COLOR SIUCONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT /4 "0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED ONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL O /4 "0 ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) STEEL $ 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8 "+E SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" 0.0. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB -28, CLEAR. SILICONE 1-A 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/8 "0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" 0.0. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB -38, CLEAR. 51LICONE -- 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1 /4" H.S. GLASS INTERLAYER BY: Co., INC. NNT DE NEMOURS & GLASS 0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: CCoo. INC. Ct3NT DE NEMOURS & ., I GLASS G. " 1/8" 0.326" " (5)16 NOMINAL) LAMINATED GLASS W/ 1/8 H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER + 1 /8 H.S. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co.. INC. -. . GLASS 1.049" .955" .062" 2.803" .285" 312" 1.134° .312" .375" .357° 062" .062" ()FRAME HEAD & SILL 6063 -T6 ALLOY ® FRAME JAMB PRODUCT REVISED a$ emptying with the Florida Bsildin6 Code Accegtan©e No V&LI.0g E ,, .;;. ,:,. Date A BY M I -DADE COU 6063- T6j94sorrs000 illil N. TILLO e eee t ` J Q' .c,ENSE / e� A.. .-_ . 1.129" .114" .062° .089" .803" .062" le .062" r 10.0" 055" .481" .120" .322" .300" ® GLAZING BEAD FOR FULLY, STRAIGHT FRAME WINDOWS 6063 -T6 ALLOY COMPONENTS SCALE 1/2" = 1" .370" .615" 050° ") GLAZING. BEAD FOR CU VED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS 6063 -T6 ALLOY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) gib %. icy' , `w . Dee e 'ti. PE ooaracssNp ® 2012 TILTECO INC. IILfEcoI C. TMLUT TESTING & ENGINEERING COMPANY 6985 N.W. 36th. St., Sta. 308. wit/ MA CAFt0E8, Fl 33188 Phone : (305)871 -15M . Fox : (305)671 -1931 e-ma0: 85xotaaal.ean, E8- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Lic. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: I.A. /R.E. /A.0 "wAA rri 290 WEST 75 ROAD HIAL.EAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.geo:'aUmpact.com 01/09/12 DATE IMO. NO oEa01t DATE REV. "a 12 -004 DRAWING No ata 09-201 at/N/12 SHEET 2 OF 9 "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A/ [ S=1 B /4 0+ 0OR @ OR D.LO. (a) DETAIL 1/9 /1 ®/ ALL sa 11 / A/44 DETAIL 1 /9 1 " MAX. — -0+C) CASE 1: RECTANGULAR SCALE 1 /2 " =1 ' —O "S "= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), "b" FRAME LENGTH (LONG SIDE) AND MAX. D.1..0. (a) AND MAX. D.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8. ior AROUND 1YP.) "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) DETAIL 2/9 B'/ or8� ALL AROUND TM.) DETAIL 1 /9 A' /5 6" MAX. CASE 2: HALF ROUND TOP, SCALE 1/2 " =1' —O "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A' /5 ®+ 0- DETAIL 2/9 1 N. a tri. O + ®-1 J 1) OR OR D,L.O. (o) B' I5 DETAIL 1 /9 TYPICAL EXTERIO . ELEVATIONS FOR . SERIES_ 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHE �E1,��1 /'T����T �, r� PRODUCT REVISED as complying with the Flurida Building Code Acceptance No Expiration Date a MI Y —DADE COUNTY gr A754 6" MAX. -Q + s CASE 3: EYEBROW SCALE: 1 /2 " =1 —0 6 2012 TILTECO INC. /1t1iaO INc. TIUJr TESTING * ENGINEERING COMPANY 83138 'AMNIA GARDENS, (30)43171 —1530 . Fait : 1531 e—maf: SPasaeektal.carn E8- 0006719 WALTER A. 11LLIT Jr.. P.E FLORIDA Lic. 44167 + 5 or (g1 (ALL AROUND TYP.) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 8Y: I.A./R.E. /A.G 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.gerteraIimpacteam D1/09/12 DATE REV 00 =MP= GATE eEV eo • 0200P50+ 12-004 DRAWING Na cI9 0° -201 01/08/12 7 SHEET 3 OF 9 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIA dl DADE COUNTY APPROVED MULUON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. MN. ED. (SEE NOTE 9/1) BEYOND 1/4" MAX. SHIM SPACE CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) BEYOND 0 a: 0 ® OR @OR 6)--•• BEYOND BEYOND 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2 "x4" P.T. WOOD BUCK MN. E.D. (SEE NOTE 9/1; ` POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT. (SEE NOTE 9/1) 1 xP.T. W000 BUCKS (SEE NOTE 8/1) 1/4' MAX. SHIM SPACE BEYOND BEYOND u1 1sT a 4 0 a 0 . 0 `JOR 6) OR COR ED OR BEYOND BEYOND OPTIONAL ALUMINUM /NYLON ANCHOR COVER (•) MIN. THREADED PENETRATION (SEE NOTE 9/1) 1/4" MAX. SHIM SPACE �}7 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 1/4" MAX. SHIM SPACE MIN.' EMBEDMENT. SEE NOTE 9/1): t�rR�t�cl >;�fiy 111441;7: MIN. 2 "x4" P WOOD BUCK CONT. (TYP.) 4" Max. SHIM SPACE SECTION A-A SCALE: 3/8"= 1" POURED CONCR OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT. (SEE NOTE 9/1) 1 xP.T. WOOD BUCKS (SEE NOTE 8/1) 609 N. TILE T d PRODUCT REVISED as complying with the Florida Building g-0206 , �' 0/00009�i >m��� D=L.O. (a) "c" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER 1/4" MAX. SHIM SPACE T il. IM1".1111t41'4.1i7. �1Yi (a) R OR ia 1" P.T, WOOD BUCK (SEE NOTE 8 /1) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 8083 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR SJEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. riZT l' l MIN. E.D. 1 SEE NOTE 9/1 27ZT.L 1 -.- a" FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) SECTION B -B SCALE 3/8 " =1" 2012 TILTECO INC. STOF :45 --- 'es • *DA ����BOea6s /BQg�+ TILLIT TESTING & ENGINEERING COMPANY 0355 N.W. 3ilth 5e., Stn. 305, MAGMA GARDENS. R 33185 Phone : (305)571 -1530 . Fat : (305)571 -1531 e —mail: Wbscultact.earn E6- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. 44.167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN BY: LA./R.E. /A.G SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS RIP W. KO 24144151113155 51 1103 Hate 200 west 78 ROAM HALEAH. FL. 33014 PHONE: (305) 538 -8103 FAX: (308) 558 -8865 www.geaerol pact.cam 01/09/12 DATE 55V. 5" AAA 12-004 DRAWING Na OLD KO —'301 O1/a9/1a 3 4 SHEET 4 OF 9 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.1061 MINIMUM WALL THICKNESS. POURED CONCRETE OR CONCRETE BLOCK REO D. 1xP.T. WOOD BUCKS (SEE NOTE 8/1) MIN. THREADED PENETRATION (SEE NOTE 9/1) ® CONT. (TYP.) 1/4" MAX. SHIM SPACE MIN. E.O. .. SEE NOTE 9/1) 1/4" MAX. SHIM SPACE OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) IN. EMBEMDMENT. ' ��� SEE NOTE 8/1) 1 •a I n, \ \-' '.: -'k V\' \II . . l ea.•.a • rim BEYOND EXTERIOR 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR S� EEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A553 OR A36 WITH 12 GA (0.106 ") MINIMUM WALL THICKNESS. BEYOND BEYOND OPTIONAL ALUMINUM /NYLON ANCHOR COVER 1 4" Max. SHIM SPACE MIN. E.D. (SEE NOTE 9/1r CONT. (TYP.) MIN. EMBEDMENT. (SEE NOTE 9/1) POURED CONCR OR CONCRETE BLOCK O REQ'D. (SEE NOTE 1- . 1xP.T. WOOD BUC jPlFT1 aC l� ,,�,y ' � 11 ' : \aENSF SECTION A'-A SCALE: 3/8 " =1" 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zane *DRAWN BY: I.A./R.E. /A.G I—DACE COUN 02012 TMTECO INC. IIrII\ EC TIWT TESTING a ENGINEERING COMPANY 6360 N.W. 31161. : )s7�15 n . Fax 1 (305)671-1531 ies a-maA: tut000®a I.aam EB- 0006719 WALTER A. TIWT Jr„ P.E. FLORIDA Uc. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 01/09/12 12 -004 DRAWING No SHEET 5 OF 9 "b" psf psf 18° 18° 130 154 24" 130 154 30" 130 154 36" 130 154. 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78° 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120" 130 154. 126" 130 154 132" 130 154 138" 130 154 144" 130 154 150" 130 154. 156" 130 154 162" 130 154 168" 130 154 174" 130 154 180° 130 154 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DEIGN PRESSURE RATING (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS 0� "b" psf psf 24" 24" 130 154 30" 130 154 36" 130 42" 130 48" 130 154 154 154 54" 130 60" 130 66° 130 72" 130 78" 130 84" 130 90" 130 g6" 130 154 154 154 154 154 154 154 154 102° 130.; 108" 114" 130 130 120" 130 126" 130 132" 130 138" 130 144" 130 150" 130 154 154 154 154 154 154 154 154 154 156° 130 154 162" 130 168" 130 174" 130 180" 130 186" 130 192" 130 154 154 154 154 154 154 196" 130 154 MAXIMUM DAY LIGHT OPENING (D.L.O.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY UGHT OPENING (01.0.) Formula MAX. D.L.O. ®¢Q.® +® .1.. (a) OR f1a71- 3.526" (SHORT SIDE) ®+ ® 5 20+ MAX. D.L.O. ®+ ®3 0+ "b"-3.526" (b) (LONG SIDE) OR Q+ ®, + (/ 130 as a n 30" „b,1 psf psf 30" 130 36" 130 42" 130 154 154 154 48" 130 154 54° 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 84" 130 90" 130 96" 130 102" 130 154 154 154 154 154 108" 130 154 114" 130 154 120" 130 154 126° 130 154 132" 130 154 138" 130 154 144" 130 154 150° 130 154 153" 130 154 156" 130 154 162" 130 154 168" 130 154 174" 130 154 180" 130 154 186" 130 154 192" 130 154 196" 130 154 ,1 n a psf psf 36° 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120° 130 154 126" 130 154 132° 130 154 138° • 130 154 144" 130 154 150" 130 154 156" 130 154 162" 130 154 166" 130 154 DIMENSIONS LEGEND A. LL/7. • ,fa f, ffbff psf psf .1.. 42" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84° 130 154 90" 130 154 42° 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120° 130 154 126" 130 154 132" 130 154 138" 130 154 142" 130 154 48" 130 154 54" 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 48" 84" 130 154 90° 130 154 95° 130 154 96" 130 154 102" 130 154 108" 130 154 114° 130 154 120" 130 154 125" 130 152 fa`a, psf psf 3J } 54" 120.3 142.5 60" 120.3 142.5 66" 120.3 142.5 72" 120.3 142.5 It 78" 54" 60° 66" 72" 84" 90" 120.3 142.5 120.3 142.5 120.3 142.5 96" 120.3 142.5 102" 120.3 142.5 108" 120.3 142.5 111" 80" 120.3 108:3 139 128.3 66" 108.3 128.3 72" 108:3 128.3 76 ". 108.3 128.3 78" 108.3 128.3 84" 108.3 128.3 90" 108.3 128.3 96° 108.3 128.3 100" 86° 108.3 98.5 128.3 116.67 72" 98.5 116.67 78" 95.5 116.6 84" . 95.5 116.6 go" 72" 78" 83° 98.5 90.3 116.6 106.9 90.3 106.9 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) °a >POi/101 ISs 2012 TILTECO INC. EWlNc.\ TILLR TESTING & ENGINEERING COMPANY 5388 N.W. 38th. St, Ste. 305. VIRGINIA 6I157EN5. VI 33188 Phan" : (305)871 -1930 . Fax : (305)871 -1531 e-ma0: tilteaa coI.am" E6- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Lic. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 8Y: 1.A./R.E./A.9 IN PA , 290 WEST 76 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.general pact.com 01/09/12 DATE OEV. NO anal WOE OEV. Ito 12 -004 DRAWING No 410 a5 -801 01/55/17 3 SHEET 6 OF 9 "a 11 "b11 psf psf 18" 18" 90 90 24" 90 90 30" 90 90 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72° 90 90 78" 90 9a 84" 90 90 90" 90 90 96" 90 90 102° go 90 108" 90 90 114" 90 120" 90 90 90 126" 90 90 132" 90 90 138" 90 90 144° 90 90 150" 90 90 156" 90 90 162" 90 90 168" 90 90 174" 90 90 180" 90 90 MAXIMUM FRAME 1MDTH °°a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING 0 "b" psf psf 24" 24." 90 90 30" 90 90 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96" 90 90 `102" 90 90 108° 90 90 114" 90 90 120° 90 90 126" 90 90 132" 90 90 138° 90 90 144" 90 90 150" 90 90 156" 90 90 162" 90 90 168° 90 90 174" 90 90 180" 90 90 186" 90 go 191" 90 90 MAXIMUM DAY LIGHT OPENING (DLO.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D1.0.) Formula MAX. D.L.O. ®+ ®, ®+ ® (a) OR "a"-3.526" (SHORT SIDE) ®+ ®, ®'I° MAX. D.L.O. Di+ ®, ®+ (b) OR "b "- 3.526" (LONG SIDE) 90+ Cs ®+ S, SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a" "b" psf psf 30" 30° 90 90 36" 90 90 42" 90 90 48" 90 go 54" 90 90 60" 90 90 66" 90 g0 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96" 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 138" 90 90 144" 90 90 150" 90 90 153" 90 90 156" 90 90 162" 90 90 168" 90 90 174" 90 90 179 90 90 "a„ 11b" psf 36" 36" 42" 48° 54" 60° 66" 72" 78" 84" 90" 96" • 102" 108" 114" 120" 126" 132" 138" 144" 150" 152" 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 psf 90 90 90 90 90 90 90 90 g0 go 90 90 90 90 90 90 90 90 90 90 90 DIMENSIONS LEGEND 102" 108" 114" 120" 126" PRODUCT REVISED as complying * Building Code Acceptance No 2- iration Date ' 72,:`%V W • 7 46`A0_4 Tli .i • a teRiNetEitEC 1!4 -o : STATE OF . `,� S /QNAB -� s- j..omiaigla ?N 0 "b" psf psf 54" 60" 66" 54" 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 72" 63.3 83.3 78" 83.3 83.3 84" 83.3 83.3 90" 83.3 83.3 96" 83.3 83.3 101" 60" 83,3 75 83,3 75 66" 75 75 72" 75 75 76° 75 75 78" 75 75 84" 75 75 go" 66° 75 68.2 75 68.2 72" 68.2 68.2 76" 58.2 68.2 78" 68.2 68.2 83" 72° 68.2 62.5 68.2 62.5 72" 76" 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ® 2012 TILTECO INC. TUZic.\ 11wr TESTING & ENGINEERING COMPANY 8358 N.W. 36th. St, Ste. 308. MONA CAROM, n 33186 Phone : 005)871 -1530 . Fos : (305)871 -03t e-mail: fimm, EB- 0006719 WALTER A. TILLR Jr., P.E. FLORIDA Uc. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: I.A./R.E. /A.0 '514, M 3f wws 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8685 w w.generallmpactcam 01/09/12 DATE eev. NO 1 101 00E 12-004 DRAWING No ato oe -:o1 row 4 SHEET 7 OF 9 /1a" 18° 18" psf 75 psf 75 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75. 96" 75 75 102" 75 75 108" 75 75 114" 75 75 120° 75 75 126" 75 75 132" 75 75 138" 75 75 144" 75 75 150" 75 75 158" 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 MAXIMUM FRAME WIDTH "a" AND LENGTH "Ib " VERSUS A.S.D. DESIGN PRESSURE RATING S SCHEDULE VALID FOR ALL SHAPES WITH GLASS " a 11 "b'1 psf psf T 24" 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 80" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 75 75 102" 75 75 108" 75 75 114" 75 75 120" 75 75 126" 75 75 132" 75 75 138" 75 75 144" 75. 75 150" 75 75 156" 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 165" 75 75 MAXIMUM DAY LIGHT OPENING (D.L.O.) FORA GIVEN COMPONENT AT EACH. END OF GLASS SIDE COMPONENTS ar7 EACH END OF GLASS MAX DAY LIGHT OPENING (DLO.) Formula MAX. D.L.O. (a) (SHORT SIDE) Q 0, 0+ 0 OR 0+ ®' 4).}, "an-3.526" MAX. D.L.O. (b) (LONG SIDE) a+ 0, 10•x° 3® OR 10+ AD, (D+ "b"- 3.526" 11 11 0 11b" psf psf 30° 30" 75 75 38" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90° 75 75 96" 75 75 102" 75 75 108" 75 75 114" 75 75 120" 75 75 126" 74 74 132" 72 72 138" 71 71 144" 71 71 148" 70 70 psf + psf 36" 36" 75 75 42" 75 75 48° 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 ea" 75 75 96" 74 74 102" 69 69 108" 65 65 114" 62 62 120" 59 59 123" 58 58 DIMENSIONS LEGEND, PRODUCT REVISED as complying with the ]Florida Building Code Acceptance No / 'ration Date Ml`, +I —DADE COUNTY • • STAtE OF . � _'• _ n _ ... � ig c r 42" 42" psf + 75 psf 75 48" 75 75 54° 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 64" 75 75 90° 75 75 96" 69 69 102" 63 63 105° 6 2012 TILTECO INC. 61 81 /171iZic.\ TILLIT TESTING & ENGINEERING COMPANY 8399 N.W. 3gth. 5t., Ste. 308, VIRGINIA WARDENS, fl 33188 Phone : (3o5*71 -1930 . Fox : (305)871 -1S31 a —mall: eitsoseacteant 03- 0006719 WALTER A. 11LLIT Jr P.E. FLORIDA Lic. 44187 "b" psf T psf 48" 54" 60" 48" 75 75 54" 75 75 60" 75 75 66" 75 • 75 72° 75 75 78" 75 75 84" 75 75 90" 70 70 92° 54" 69 89.4 69 69.4 60° 69,4 69.4 66" 69,4 69.4 72" 89.4 69.4 78" 69.4 69.4 82" 60° 69.4 62.5 69.4 62.5 66" 62.5 62.5 72" 62.5 62.5 74° 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: LA./R.E. /4.0 wwiL s rpows Re. RD 290 WEST 78 ROAD HIALEAH. P1. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 1vwm.ge nelralimpact.ezm 01/09/12 DATE stag No 12 -004 DRAWING No OLD OY -.o1 3 4 SHEET 8 OF 9 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING (psf) HEAD /SILL JAMB CONCRETE OR BLOCK (SEE NOTE 9A & /I) " 140 ULTRACON ® 75 or Tess 9" 0.C. 12" O.C. > 75 up to 90 g" O.C. 11 1/2" O.C. > 90 up to 130 8" O.C. 8" O.C. > 130 up to 154 6 1/2" 0.C. 6 1/2" O.C. WOOD ( I x/11 1/4 "0 ULTRACON ® 75 or Tess g" O,C. 9 1/2" 0•.C. > 75 up to 90 8" 0.C. 8" 0.C. > g0 up to 130 5 1/2" Q.C. 5 1/2" 0.C. > 130 up to 154 4 1/2" 0.C. 4 1/2" O.C. METAL (E NOW 0/1 & W1} 1/4 "0 TEK SCREW 8 • 75 or less 9" O.C. 12" 0.C. > 75 up to 90 g" 0.C. 12" 0.C. > 90 up to 130 8" 0.C. 8" 0.C. > 130 up to 154 7" 0.C. 7" 0.C. CONT. ALL AROUND SPOT WELD ER- 4043 CONT. ALL AROUND TYPICAL C9R F'E CONNECTION ._.(TOP) DETAIL 2 SCALE 3/4" =1° TYPICAL CORNER FRAME _ CONNECTION (TOP & BOTTOM) DETAIL 1 SCALE 3/4" =1° PRODUCT REVISED as complying with the Florida Building Code s�e+ts�t Acceptance No • 1 ldi , . 1 iration Data P f'*'- -a STATE OF slIrgyAke a °iiiss11010 ( ) #8 x 1° PH S.M.S. ® 2012 TiLTECO INC. IILIIE C 0 d, c: \ ,TILUT TESTING at ENGINEERING COMPANY 35th. 51., Ste. 308. VIRIBNIA GAA0EN5. Fl 33188 • jMj `% none : (305)71 -1530. Fait : (303)671 -1831 �,/ ,0, e—ma0: t>8eaa®aat.aom E8- 0005719 % W FLOOI IDA Licc. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 8Y: 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -13103 FAX (305) 558 -8865 Ra armar.generaiGnpa� tom ENV. Na nml REV. N• 01/09/12 DATE 12 -004 DRAWING No a10 51-201 at/a8/12 SHEET 9 OF 9 13 1/2° MAX. HEAD /SILL SILICONE DOW CORNING 995 GE 4000 30 15/16° D.L OPG. 35 7/8' 5° MAX. HEAD /SILL CORNERS VENT WIDTH 37' 1/8" ANN. GLASS .060" INTERLAYER GLASSLAM SAFETY —PLUS .010" PET FILM .060' INTERLAYER GLASSLAM SAFETY —PLUS WINDOW WIDTH SINGLE VENT WOW, 1/8" ANN. GLASS z 0 SILICONE DOW CORNING 995 GE 4000 I• GLASS TYPE 'Al' 1 ANCHOR REQD. AT EACH SIDE OF IMPOST SURFACE APPUED FALSE MUNTINS OPTIONAL 13 1/2" MAX. HEAD /SILL 5° MAX. HEAD /SILL CORNERS cNi SILICONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SAFLEX /KEEPSAFE MAXIMUM 1/8' ANN. GLASS z 30 15/16" D.L OPG. 35 7/8° VENT WIDTH SIUCONE TREMCO TREMGLAZE S -500 GLASS TYPE 'A2' GLAZING OPTIONS 74° WINDOW WIDTH DUAL VENT WOW. 30 15/16" D.L OPG. 35 7/8" VENT WIDTH SIUCONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .060" INTERLAYER GLASSLAM SAFETY —PLUS .010" PET FILM .060" INTERLAYER GLASSLAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 GE 4000 GLASS TYPE 'B1' f[] THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSVVING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. F-ngr. OR. HUMAYOUN FAROOQ STRUCTURES FtA. PE #16557 C.A.N..3538 PRODUCT REVISED as coestaking with tha IS Dattgas Cede Accepts. ire 8 Dade Prodeet on Div c 0 0 z tz w 0 -. m v UPDATED FOR 2004 FBC a 0 a 0 • g m alD • 0 1 8 .i; a drawing no. W03 -36 sheet 1 of 6 .--mmom 11 / / ✓/ I! ° \� 11 11 \ VENT HEIGHT 56 1/2° \I ,I14 / 11 // II ====%'T--- 1 ci \ \\ ___--- 1/ 11 — \ '12 / I i 5° MAX. HEAD /SILL CORNERS cNi SILICONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SAFLEX /KEEPSAFE MAXIMUM 1/8' ANN. GLASS z 30 15/16" D.L OPG. 35 7/8° VENT WIDTH SIUCONE TREMCO TREMGLAZE S -500 GLASS TYPE 'A2' GLAZING OPTIONS 74° WINDOW WIDTH DUAL VENT WOW. 30 15/16" D.L OPG. 35 7/8" VENT WIDTH SIUCONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .060" INTERLAYER GLASSLAM SAFETY —PLUS .010" PET FILM .060" INTERLAYER GLASSLAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 995 GE 4000 GLASS TYPE 'B1' f[] THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSVVING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. F-ngr. OR. HUMAYOUN FAROOQ STRUCTURES FtA. PE #16557 C.A.N..3538 PRODUCT REVISED as coestaking with tha IS Dattgas Cede Accepts. ire 8 Dade Prodeet on Div c 0 0 z tz w 0 -. m v UPDATED FOR 2004 FBC a 0 a 0 • g m alD • 0 1 8 .i; a drawing no. W03 -36 sheet 1 of 6 DESIGN LOAD CAPACITY -:PSF FOR ( X ) SIZES WINDOW DIMS. GLASS TYPES 'Al' • & 'A2' GLASS TYPE '81' WIDTH HOCHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8" 26 -1/2" 37° 26' (3) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8" 26 -1/2" 37' 38 -3/8" (4) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8" 26 -1/2" 37' 50 -5/8" (5) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8" 26 -1/2' 37' 63" (5) 45.5 45.5 75.0 80.0 34.0 34.0 75.0 80.0 - - 75.0 80.0 19 -1/8" 26 -1/2" 74 -1/4" (6) 27.5 27.5 75.0 80.0 - - 66.8 66.8 18" 24' 30' 36" 24' (3) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 18' 24" 30' 36" (3) 55.0 55.0 75.6 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 18" 24" 30" 36' 55.0 55.0 75.0 80.0 48" 55.0 55.0 75.0 80.0 (4) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 18' 24' 30" 36' 55.0 55.0 75.0 80.0 60" 43.2 43.2 75.0 80.0 (5) 35.9 35.9 75.0 80.0 - - 75.0 80.0 18" 24" 30' 32.0 32.0 75.0 80.0 2 24.5 24.5 75.0 80.0 - - 66.0 66.0 () = NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX) SIZES WINDOW DIMS. UNREINFORCED CENTER POST REINFORCED CENTER POST GLASS TYPES 'Al' & 'A2' GLASS TYPE '81' GLASS TYPE '81' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 26 -1/2" 37' 53 -1/8" 74" 26' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37" 53 -1/8" 74' 38 -3/8° (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37" 53 -1/8" 74" 50 -5/8" (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 65.7 65.7 75.0 80.0 26 -1/2" 37' 53 -1/8" 74' 63" (5) 55.0 55.0 75.0 80.0 75.0 80.0 47.0 47.0 75.0 80.0 75.0 80.0 34.0 34.0 68.4 68.4 75.0 80.0 52.8 52.8 75.0 80.0 26 -1/2' 37' 53 -1/8" 74 -1/4" (6) 39.2 39.2 75.0 79.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 40.9 40.9 66.7 66.7 24" 36" 48" 60' 72" 24' (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24" 36' 48" 60' 72' 36" (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 24" 36" 48' 60" 72" 48' (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 71.2 71.2 75.0 80.0 24° 36" 48' 60' 72' 60" (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 43.2 43.2 75.0 80.0 75.0 80.0 35.9 35.9 68.4 68.4 75.0 80.0 57.0 57.0 75.0 80.0 24" 36" 48' 60" 72" (6) 47.4 47.4 75.0 80.0 75.0 80.0 32.0 32.0 64.5 64.5 75.0 80.0 24.5 24.5 49.3 49.3 75.0 80.0 40.5 40.5 66.0 66.0 ( ) = NO. OF ANalORS PER JAMB Engr. OR. HUMAYOUN MOOD STRUCTURES FLA. PE # 16557 CJ1.N. 3538 with dm Rd* � Nt O! 'l Dee te" V FAX. (308) 262-6978 C COMP- ANL \W03- 36FWS) J O 0 Z 3 tE LU w w O 1 N N } 0 w g O &o LA tQ Z~';71 _i °3 Q � Z - O °"o" Lt N W 6 _ 0 0 07 m 0 .a 2 n 1 0 0 c m 0 } drawing no. W03 -36 sheet 2 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING x 4 . d 1BY •WOOD BUCK a i! It cn • tt tit TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING: SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (5I ELL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE /35157 CAN. PRODUCT REVISED DeltEatz Cede Date ffi O z 8 cs FAX (305) 805 -9424 N 0 0 E 2 0 m 0 ID { •M • 0 8 .a •`o Aa drawing no. W03 -36 sheet 3 of 6 3/16" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" X 5/8" X 2" LONG ALUM BARS, 2/ VENT AT 6" FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1" FH SMS 1/4" MAX. M. • • 1 BY WOOD BUCKS a METAL J STRUCTURE TYPICAL ANCHORS . SEE ELEV. FOR SPACING SINGLE VENT WINDOWS 1/2" X 5/8" X 2" LONG ALUM BARS, 2/ VENT AT 6" FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1" FH SMS STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES (STEEL TO BE PAINTED WITH A HEAVY BOOZE] BITUMINOUS PAINT OR RE GALVANIZE]) MIAMI —DADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH TYPICAL. ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS SHIM Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE Ij 16557 C.A.N. 3538 MD= icINLEEit eteWate 'All dm Raids? V, i Z E rt OW at o o CC tq a Q w3W ., tsz� -o J 0 a 05) 282 -8978 C 0 0 F-- L,J Do c 0 aoi z 0 z T c O N h O G N 0 CO 0 b C ) ) drawing no. W03 -36 (sheet 4 of 6 2.313 FRAME VENT GLAZING BEAD REINFORCING CHANNEL 36 Ks1 STEEL ITEM 1 PART # QUANTITY DESCRIPTION MATERIAL 2 3 4 5 FWS -009 FWS -011 FWS -010 FWG -008 4 4 AS READ. AS READ. FRAME VENT CENTER POST GLAZING BEAD FRAME ASSEMBLY SCREWS 6063 -T6 6063 -T6 6063 -T6 606.3-T5 sr. STEEL 6 AS READ. VENT ASSEMBLY SCREWS ST. STEEL 7 E102 AS READ. FRAME WEATHERSTRIPPING (078 X .300) VINYL MANF. /SUPPLIER /REMARKS #10 X 3/4" PH SMS #10 X 1 -1/2" PH SMS ULTRAFAB 8 E206 AS READ. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 34,12,00,100 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL 10 30066 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL 11 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL 12 40066 ROTO OPERATOR STEEL 13 .057 THICK CORNER KEY ST. STEEL TRUTH, ATTACHED W/ (6) #8 x 3/8" SS SMS TRUTH, AT 12" FROM TOP AND BOTTOM ATTACHED W/ on 110 x 3/8" SS SMS TRUTH, ATTACHED W/ (4) #8 X 3/8' SS SMS 14 2/ LOCK LOCK INSTALLATION SCREWS 15 AS READ. CENTER POST REINFORCING STEEL 1 -1/2" X 1 -1/2" X 1/2" #12 X 1/2' PH SMS Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 CAN. 3538 PRODUCT REVISED 93 combing whit the Mid* er.an Cede A .U'as Ns Lan Della C g N 0 a 0 0 0 0 WN c 0 c 0 1 drawing no. W03 -36 (sheet 5 of 6 I 1 IMPOST CORNER VENT CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. Engr: DR. HUMAYOUN FAROOQ STRUCTURES PIA. PE #16557 C.A.N. 38 ?SII JDt1lC a REVIEWS' 49 hap .2g with 11 Elatlikg Cab 3 ) 0 0 z w U z 0 z CC ' r ,-W in C 0 0 U 2 g a m 0 c 0 to 0 0 0 • v ) drawing no. W03 -36 sheet 6 of 6 ) GENERAL NOTES:. 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS flat USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1818 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. WILL NQT REQUIRE A HURRICANE PROTECTION DEVICE., 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT. IS APPROVED FQR AIR AND WATER INFILTRATION. (SEE SCHEDULE # 1 ON SHEET 12). 5. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411.5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. PRODUCT REVISED as complying with the Florida Building Code Acceptance No IL-U7.1)0. E j nation Date • 4 9. ANCHOR, NOTES :. EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'C = 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2". — 1/4 "t TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ), THRU 1" P.T. WOOD BUCK. (9) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". — 1/4'10 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT Vii`, THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4"0-14 TEK SCREW W/ 1 1/2" MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT Zl3b). (0) TO EXISTING MIN. 36" THICK ALUMINUM MULLION (6063 —T5 ALLOY), MIN. EDGE DISTANCE (E.DD = 1 /2 ". — 1/4 "0- 14x3 /4 "(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ). (E) TO EXISTING MIN. 12 GAGE (0.106 ") STEEL MEMBER (ASTM A -500, A -653 OR A -36), MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1 /4 "0- 14x3/4 "(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT @). 10. PROVIDE 1/4" MAX. LOAD REARING SHIM SPACE (TY,P.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I�p+ • . m NO.44167 --2,1444FS • ,Ia ree TE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) @ zo1x TU.TEcO INC. /iit1iNC.\ TIWT TESTING a ENGINEERING COMPANY 6355 N.G. 381h. SW. MN. VIRGINIA OMENS. PI 33168 Phan = ( 71 -153Q . Fax = (3652871 -1531 e —mail: tilteca/aoi.eom W- 0008719 WALTER A. TIWT Jr., P.E. FLORIDA Uc. 44187 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT -r. GENERAL �e CYeo/ 290, WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX (308 858 -8885 www. enero m et.com DRAWN BY: 14-X04 01/10/12 DATE NO mcmailac OAR REY. N. 12-006 DRAWING No tlD 61-119 61/10/1 II 2 t SHEET 1 OF 14 0.276 2.375° 1.823° 0.276` 0 X137„_, 1 i t fi loll? a d 0.0821 -- -- --- 6.938' -- REF-- - - 1.187"---- i.,68°- °M HEAD 6063 -T6 ALLOY & TEMPER 60 U.D. VENT MEET G STILE. 6063 -T6 ALLOY & TEMPER 0.062" 0.050° 0 SILL RISER 6063 -T6 ALLOY & TEMPER l 0.062 ri 0.169°- G.148' .126" 0.0621.- 0.190° -- T iV 250" 029 �0. @38"- • 0.812` -- -x•0.5 4 �- 2.375° MF SILL 6063 -T6 ALLOY & TEMPER FOR 6063 -T6 ALLOY & TEMPER aA _ i 0 VENT LATCH 6063 -T6 ALLOY & TEMPER 4" LONG 0.094=- 0 0.0624- - 0.813" 0.025 --- flr 0.825' 0.436° 0 0 0 0.437 " --- .181° ® FRAME JAMB 6063 -T6 ALLOY & TEMPER ATOP AND BOTTOM RAIL 6063 -T6 ALLOY & TEMPER ®COLO IAL MUNTIN 5 FIXED MEETING STILE 6063 -T6 ALLOY & TEMPER 6063 -T6 ALLOY & TEMPER 2.125` 0.188" 0.1 COMPONENTS SCALE 3/4 " =1 PRODUCT REVISED as complying with the Beading Cock Acceptance No E .• _ x on Date 0 -$ 94 0.396" 0 o -*-- 0.739 " -+ 8® JAMB STILE 6063 -T6 ALLOY & TEMPER ILL list • GLAZING BEAD FOR 1/16" GLASS 6063 -T6 ALLOY & TEMPER I-DADE COUNTY 222012 TO.TECO INC. /1iINc.\ TII.Lrr TESTING 6 ENGINEERING COMPANY 8355 N.W. 361h. St.. Ste. 385. VIRGINIA GAR0515. R 33166 Phone : (305871 -1530. Fax : (30871 -1531 e -mail: t8ieco®aoLcam E6- 0006719 WALTER A. TILLIT Jr., F.E. FLORIDA Uc. 44167 6063 -T6 ALLOY & TEMPER 0 SQL TRACK. INSERT 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: M.c.V. /A.G. ww 290 WEST 78 ROAD w w HIALEAH, FL. 33014 ww PHONE: (305) 558 -8103 FAX: (305) 558 -6665 E ��.P4.I.r eaa.generalimpact.cam 2Ve Jr 01.0 08111 ww ww .; ww 01/10/12 DATE 12 -006 DRAWING Na SHEET 2 OF 14 BILL OF MATERIALS ITEM QUANTITY DESCRIPTION MATERIAL 1 1 FRAME HEAD 6063 -T6 2 1 FRAME SILL 6063 —T6 3 • 2 FRAME JAMB 6063 —T6 4 COLONIAL MUNTIN (OPTIONAL) 6063 —T6 5 1/ VENT FIXED MEETING STILE 6063 —T6 5A 1/ BAR ALUMINUM BAR INSERT FOR ® 6063 —T6 6 1/ VENT H.D. VENT MEETING STILE 6063 —T6 6A 1/ BAR ALUMINUM BAR INSERT FOR ® 6063 —T6 7 2/ VENT TOP AND BOTTOM RAIL 6063 —T6 8 1/ VENT JAMB STILE 6063 —T6 9A AS REQD. GLAZING BEAD FOR 7/16" GLASS 6063 —T6 10 1 SILL TRACK INSERT 6063 —T6 11 AS REQD. SILL RISER 6063 —T6 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LONG 6063 —T6 13 1/ LATCH VENT LATCH SPRING ST. STEE- 14 BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" 0.C. (MAX.), AT MID —GLASS BITE ELEVATION. BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SILICONE 15 AS READ, FRAME/VENT ASSEMBLY SCREWS, #8 x 1" P.H. SMS, CRS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO {J5 , #8 x 3 1 /2" P.H. SMS, CRS -- 17 AS READ. VENT & FIX. RAIL W'STRIPPING, AMESBURY OR EQUIV. -- 18 AS REQD. FRAME W'STRIPPING, AMESBURY OR EQUIV. -- 19 2 BAFFLE, M & M PLASTICS '-- 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2" F.H. SMS -- 21 AS REQD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS /ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1 /4 "m TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, t /4 "e —14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR 5tktL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SIUCONE 28 SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SIUCONE 29A 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT & CO NC. DUPONT t 3/6" HEAT �, INTERLAYER BY E.I. UPONT 0.090" INNER LAYER STRENGTHENED GLASS. LAMINATED GLASS 298 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM SENTRYGLAS PLUS, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., + (1) 3/16" HEAT bIKtNGTHENED GLASS. LAMINATED GLASS 30 (1) EACH WEEP HOLE 1 "x1 "x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 1 OPPI, BY FRANK LOWE RUBBER & GASKET CO. FILTER FOAM PRODUCT REVISED as complying with thim Realm Building code Acceptance No E. • nation Date GLAZING DETAIL FOR SCALE 3/4" = 1" 011/101s0e490 � � F No.44167 • • dry; • FZ0 RICA ,�tr tbta p GLAZING DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (High velocity Hurricane Zone) 62412 TILTECO INC. t� TILUT TESTING & ENGINEERING COMPANY 5355 N.S. 38th. St. Ste. 305, 101R6118A GARDENS. fl 33166 Phone : (305)871 -1530 . Fax , 05)871 -1531 e —malt: thltecogaol.com EB-- 0006719 WALTER A. TILLIT Jr., F.E. FLORIDA Uc. 44187 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT GENE err (,Yea>9vGsttnm 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6565 s ww.generolimpoetcom DRAWN BY: M.C.V. /A.G. 01/10/12 DATE Off NO 505 WV. K" 12-006 DRAWING No 3 2 SHEET 3 OF 14 5" MAX. wi * (SEE SCHEDULE 11 ON SHEET 12) A/6 MAX. FRAME WIDTH (SEE SCHEDULE $1 ON SHEET 12) w2 (SEE SCHEDULE #1 ON SHEET 12) A/6 w1+ (SEE SCHEDULE #1 ON SHEET 12) 5" D/9 N O 0/8 -- 5° MAX. A/6 TYPICAL EXTERIOR, ELEVATION FOR XOX WINDOW, SCALE 1"--.1'-0 SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 (3) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4° FROM ENDS AND ONE AT MIDSPAN PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date D/9 r (Ztii AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) c/8 5" MAX, — * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S "= Max, ANCHOR SPACING (See schedule #2 on sheet 12) g®P9Yii0'p� ;gip, N. T1L /iT°. • 4 STATE OF 1/4c1F �• FLOR1n Kai''. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 62012 TTLTECO tNC. 111117677:. TILLIT TESTING & ENGINEERING COMPANY 5355 NIL (mss., Ste. 3205. V �G eiNS,153 1 mom a —mail: Illteco®col.com EB -0006719 WALTER A. TIWT Jr., F.E. FLORIDA Lic. 44167 ISERIES 18000 FUGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./L.G./ M.C.V. /A.G. MI IR GENES Aecr as olrstioa 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6655 www.generollmpact.com 01/10/12 DATE REV rm DESSNOTION once 1 an a84111 61/10/10 REV. Ito a 12-006 DRAWING No SHEET 4 OF 14 45°141000,,,i1e1 II 'V MAX. D.L.O. (WIDTH) it 1 u "c' MAX. D.LO. (WIDTH) ' "o" MAX. D.L.O. (WIDTH) (SIE SCHEDULE #1 ON SHEET 12) 29A OR 29: (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE #1 ON SHEET 2q OR 29 (SEE SCHEDULE ON SHEET f 12) 12) (SEE SCHEDULE #1 ON SHEET 29A OR 9: (SEE SCHEDULE ON SHEET 12) N 12) _ Y E>. • FULL HIM REINFORCEMENT 1 F) E -1 � S Z v 2 Q6�i o II 8 ut ° 1 A _,_ � X INDICATES -I . ° Al ill II %� / ,' /= 0 _. I INDICATES REINFORCEM FULL HEIS 7 .a 3 N Itl I� I $ I -- 5° MAX. A/6 TYPICAL EXTERIOR, ELEVATION FOR XOX WINDOW, SCALE 1"--.1'-0 SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 (3) 1 3/4 "x1/4" HIGH WEEP HOLE AT 3 1/4° FROM ENDS AND ONE AT MIDSPAN PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date D/9 r (Ztii AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) c/8 5" MAX, — * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S "= Max, ANCHOR SPACING (See schedule #2 on sheet 12) g®P9Yii0'p� ;gip, N. T1L /iT°. • 4 STATE OF 1/4c1F �• FLOR1n Kai''. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 62012 TTLTECO tNC. 111117677:. TILLIT TESTING & ENGINEERING COMPANY 5355 NIL (mss., Ste. 3205. V �G eiNS,153 1 mom a —mail: Illteco®col.com EB -0006719 WALTER A. TIWT Jr., F.E. FLORIDA Lic. 44167 ISERIES 18000 FUGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./L.G./ M.C.V. /A.G. MI IR GENES Aecr as olrstioa 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6655 www.generollmpact.com 01/10/12 DATE REV rm DESSNOTION once 1 an a84111 61/10/10 REV. Ito a 12-006 DRAWING No SHEET 4 OF 14 45°141000,,,i1e1 6 5 1 1 r MAX. f F/1 1 E/1 0 Q 12 ONLY� OP PANEL (1YP:) 5" w1 * MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A/6 41 (SEE SCHEDULE #1 ON SHEET 12) w2 B/7 (SEE SCHEDULE #1 ON SHEET 12) II "a" MAX. D.L.O. (WIDTH) "c" MAX. D.LO. (WIDTH) ii a avt) (SEE SCHEDULE (SEE ON B —� II #1 ON (1, 9A) OR (.16..8) SCHEDULE SHEET 12) II — I If X INDICATES REINFORCEMENT SHEET 12) ! ---- FULL HEIGHT (TYP.) Q j (SEE SCHEDULE (SEE ON a B — I1 #1 ON (.'29A) OR ..--. (29 SCHEDULE SHEET 12) __,. 1 1 =Al II 0 SHEET 12) MAX. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN). OR OX (SIMILAR) WINDOW SCALE 1"=1'-0 A/6 41 1 1 1 \SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 41 5 F/11 (2) 1 3/4 "x1/4" HIGH 3 1/4" FROM ENDS AND PRODUCT REVT as complying with the Ptotit$a Building Code Acceptance No E iration Date WEEP HOLE AT ®��aeBrsoo�B ONE AT MIDSPAN 0.10 ®,oP SED • • ST OF tlaili °�� ®sesa®�erer. r' SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) 01121112 T0.iECO INC. * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)wl + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPLICABLE TILUT TESTING & ENGINEERING COMPANY 8355 NM. 38th. 81.. Ste. 305. VIRGINIA GARDENS. fl 33186 Phone : (305)671 -1530 . Fax • (3031671 -1531 e —mail: UIteooeool.com EB- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA tic. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLICING WINDOW DRAWN 9Y: LARGE MISSILE IMPACT RESISTANT M.c 1/1.0./ WI MI BRAE IMPACT GLASS & WINDOW& TA? C.teas•Sairution 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generallmpact.com 01/10/12 DATE REV. KO a e+nma an 08-11 0881 01/10/10 REV. tm a 12-006 DRAWING No 4 SHEET 5 OF 14 ____,r SEE SCHEDULE #2 ON SHEET 12 ED. E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) T z 0 a J11 _ 3 %$° WEEP NOTCH AT ENDS i %:I r in V=i tQ SEE SCHEDULE #2 ON SHEET 12 2 "x P.T. WOOD BUCK SEE NOTE 8/1 1t 2 "er1t)it I ❑ g 2 "x P.T. WOOD BUCK SEE NOTE 8/1 E.D. E.D. -(SEE NOTE 9/1) -(SEE NOTE 9/1)- SECTION A —A .(TO WOOD). SCALE: 1/2"=1" *SEE SCHEDULE #1 ON SHEET 12 POURED CONCRETE OR CONCRETE BLOCK REQ'D 1"x P.T. — WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 Ca 0 2; m wz zW MIN, 1 °x P,T, WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. N 0 8 111 1- z d z 3/8' WEEP NOTCH AT ENDS of N u7 61 J SEE SCHEDULE #2 ON SHEET 12 S E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) LOC Z °a 1 ° \ CIENS4- if Po stint • z� w� ° E.D. al 2z z W� 2 V II (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9/1) SECTION A—A, (TO ALUMINUM MULLION) SCALE: 1/2• =1" E.D. (SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 a SEE SCHEDULE #2 II _STEEL MEMBER BY OTHERS SHALL ON SHEET 12 1- 4 d SECTION A,--A (TO STEEL. MEMBER) SCALE: 1/2 " =1" @ 2012 TILTECO INC. iliardarrgc. TIWY TESTING & ENGINEERING COMPANY 6359 N,w. 36th. SL. Stn. 305, VIRG1WA GARDE IS. R 33166 Phan : (308)571 -1530 . Fax : (308)871 -1331 e —mah7: tilieca@aol.com ES- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA LIc. 44167 CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0,106°) MINIMUM WALL THICKNESS. FLORIDA BUILDING CODE (High Velocity Hurricane Zorn) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: M.c.v./A.G. GENERAL 21FaC a J ititlovr 290 WEST 78 ROAD HIALEAH, FL.. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generallmpact.com 12-006 DRAWING No SEE SCHEDULE #2 ON SHEET 12 EXISTING (SEE NOTE 9/1) (SEE NOTE 9/1) STRUCTURE /// ON SHEET 12) 0 8 U to q 2 "x P.T. WOOD BUCK SEE NOTE 8/1 3/8° WEEP NOTCH AT ENOS 2 N d MIN. 2"x P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE E.D. E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B (TO WOOD) SCALE 1/2 ° =1° POURED CONCRETE OR CONCRETE BLOCK REVD 1"x P.T. WOOD BUCK SEE NOTE 8/1 E HEIGHT (SEE SCHEDULE #1 ON SHEET 12) MIN. 1"x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REVD. A E.O. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. sdk NOTE 9/1) sostiagrmsw 7+ O —I MIN.EMBEDMENT (SEE NOTE 9/1) A .t. Awrypt 1 O 11 II 11 d 0 11 1 3/8° WEEP NOTCH AT ENOS 0 SEE SCHEDULE ; 2 E.D. E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B (T0 POURED CONCR T , o..,�,sB ON SHEET 12 CONCRETE BLOCK) ��,o�'.�tiR A. TEL( /T' PRODt7CT >B: ■ No. 4416 7 4 Muffling Coda Expiration Acceptance No l !i� : *. .., E x p i r a t i o n D a t e cy a17 .1 i ° < MIN. EMBEDMENT (SEE NOTE 9/1) /l/ 'SEE SCHEDULE #1 ON SHEET 12 SCALE: 1/2 ° =1 ° F3 -DADE COUNTY (SEE NOTE 9/1) MIN.EMBEDMENT (SEE NOTE 9/1) IT (I SEE SCHEDULE _AI ON SHEET 12 E.O. (SEE NOTE 9/1) 7 2 Jh 1. SECTION.. B —B, (TO ALUMINUM MULLION) SCALE: 1/2"=1' E,13: (SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 C ''""� — SEE SCHEDULE #2 I STEEL MEMBER BY OTHERS SHALL ON SHEET 12 I f CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106 1 MINIMUM WALL THICKNESS. SECTION B —B (TO STEEL _MEMBER). SCALE: 1/2 ° =1° FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02012 TILTECO INC. /1itiNc.\ TILEIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. SI.. Sta. 305, VIRGINIA GARDENS, R 33198 Phapa 1 (305)571 -1530 . Fox t (305)871 -1531 e —moil: DIteco ©aol.com EH- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 8Y: 1.A. /L.G./ M.c.V. /A.G. GENERAL 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generoRmpoct.com 01/10/12 DATE REV. xo Ra 12 -006 DRAWING No 016 05 -i1D D1 /10/1II 3 SHEET 7 OF 14 SEE SCHEDULE #2 ON SHEET 12. 0.25" MAX. SHIM 0.25° MAX. IM 1" x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. 4.1 E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) •v��r,w :a q ED. (SEE NOTE 9/1) 1 2 "x P.T. W000 BUCK (SEE NOTE 8/1) MIN. 1 BDMy EE NOTE 8 .__/ STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR 4it-36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. (SEE NOTE 9/1) r— U MIN. EMBEDMENT (SEE NOTE 9/1) • • f MIN« • EMBEDMENT SEE OTE 9/1 E.D. (SEE NOTE 9/1) E.Q. E.Q. "if MAX. D.L.D. (SEE SCHEDULE #1 ON SHEET 12) wl* (SEE NOTE ON SHEET 4) E.D. (SEE NOTE 9/1) I+ l SEE SCHEDULE ,#2 ON SHEET 12. 0.25" MAX. SHIM EA trul rli. gor 114111110111M 111.1 t MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) M■r140__, O It "o" MAX. D.LA. (SEE SCHEDULE #1 ON SHEET 12) E.Q. E.O. w1* (SEE NOTE ON SHEET 4) agelegiff milmar ON= aV0 viii "c" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) E.Q. 0.25" MAX. SHIM (- At I) 0 �; Y it I !'rod "a" MAX. D.L.O. (SEE SCHEDULE #1 ON. SHEET 12) w1* (SEE NOTE ON SHEET 4) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MULUON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 E.O. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. (SEE E.D. 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) *SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERI SECTIONS C--C (XOX) SCALE 1/2° PRODUCT REVISE) as complying with the fft 1 Building Code Acceptance No MI/a/6060 - w • . Date 1%0P, P . TILL4. No 7 „j. FLORIDA BUILDING CODE (High velocity Hurricane Zone) i cc 0 o ° FLOR1 'o�`r ode TE @ 2012 TILTECC INC. /1T[IitNc.\ TILUT TESTING it ENGINEERING COMPANY 8386 N.W. 381h. 5t° Ste. 305. VIRGINIA MIENS. FN 33188 PIO= : (305)871 -1830 . Fns : (305871 -1831 e -mad: tilteco®aol.com E8 -0008719 WALTER A. TILUT Jr., R.E. FLORIDA LIc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDINGVUINDODU LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./LG./ M.C.V. /A.G. GENIELitiAIL 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.generalimpactcom 01/10/12 DATE W. NO eataosaON AM No 12-006 DRAWING No eta as-na *1/10/12 3 4 SHEET 8 OF 14 SEE SCHEDULE #2 ON SHEET 16. E.•. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) 0.25" MAX. HI STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A-653 OR A-36 W/ 12 GAGE {(0.io ) MINIMUM WALL E.D. (SEE NOTE 9/1) "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) =11•191MIRIC4 21•111 -sp .--1-3 larial= 0R 9 Mir S - "c" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) E.O. . E.Q. 0.25" H ��� i ►31��i� f fti 1" x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. "a" MAX. D.L.O. (SEE SCHEbULE 11 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) ® SEE SCHEDULE 2 ON SHEET 12. 0,25" MAX. SHIM vgb "a" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) s to • E a�y 0„1) PIM wl* (SEE NOTE ON SHEET 4) "e" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) E.O. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON 0.25" / (UNDER SEPARATE APPROVAL) AX. SH M 77=x. � 4_ L 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 E.D. (SEE NOTE 9/1) L.teigilil■ lab" Q. l , o i ►1 ►,S7:XVII > WallMIlr "a" MAX. D,LO. (SEE SCHEDULE #1 ON SHEET 12) wl * (SEE NOTE ON SHEET 4) SEE SCHEDULE #2 ON SHEET 12. (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE I1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTE aIR R SECTIONS D —D (XOX) SCALE 1/2" 1 " 910114114"140/0„ 116iS Pk. T'LC/A r ?: MIN. EMBEDMENT (SEE NOTE 9/t) MIN. EMBEDMENT (SEE NOTE 9/1) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVISED as complying with the Florida Building Acceptance No 1L U uO•013 E:.. iration Date t 1 fa 6)2012 TILTECO INC. .‘:..„.... GEN:ie..' ... . /1itE'o1.\ T1LUT TESTING & ENGINEERING COMIPAINY % -1,/, 2----ifiAletiF ..: 4t- % 8388 MX. 36th. St.. Ste. X5. VIRGINIA GARDENS. F1 33188 Phone : (305)871-1630 . Fax : (308)871 -1631 e—mail: tfftecaGaoLcom EB- 0006719 WALTER A. TIWT Jr., P.E. --.'43. ttetigkliV FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING UHIND0W LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 � � y� p�- FAX: (305) 558 -8865 G a —, a ERAL www.generaltmpoctcom DRAWN BY: M.G.V. /A.G. 01/10/12 DATE REY. Ro GIESCRIMON DATE WV. So 111.0 a9+110 51/10/12 3 a 12-006 DRAWING Na SHEET 9 OF 14 �Opoaeiessge� SEE SCHEDULE in ON SHEET 16. 0.25° MAX. SHIM 0.25" MAX. SHIM 1' x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1).. SEE SCHEDULE #'2 ON SHEET 12. E.D. (SEE NOTE 9/1) iwiIll, ,7IJ /,,Pi. aI MIN. MBEDM NOTE 9 Wla E.O. (SEE NOTE 9/1) 2 "x P.T. W000 BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0,106") MINIMUM WALL THICKNESS. E. O. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) 0.25' MAX. SHIM EX1t 1 0.25" MAX. HIM POURED CONCRETE OR CONCRETE BLOCK WALL REVD. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 E.D. SEE NOTE 9/1) E O. (SEE NOTE 9/1) mitmtemmemimm wr — SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) 'SEE SCHEDULE #1 ON SHEET 12 �XTERIOR SECTIONS E -E (X0) ieaoave ®o� o SCALE 1/2" _ " PRODUCT REVISED as complying with the Florida Building Code A Acceptance No WI/ iration Date ,01,��1, ® 2012 TILTECO INC. SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAW" EY' I.A./LG./ LARGE MISSILE IMPACT RESISTANT er.c,v. /A.G. TIWT TESTING Os ENGINEERING CCI IPANY �ic V Foe s IRGINIA ).e:{)ei--� 0 .30s�1531 e —mail: titteco®aol.com Ea- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6865 www.generalimpact.cam 01/10/12 DATE 1 2-006 DRAWING No SHEET 10 OF 14 SEE SCHEDULE #2 ON SHEET 16. 0.25" MAX. SHIM 0.25" MAX. S IM 1 "xP.T. WOOD BUCK (SEE NOTE 8/1) ED. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. At:WUXI b. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 R A -36 W/ 12 GAGE 0.106') MINIMUM WALL THICKNESS. • E.O. II 0 E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) gSEE SCHEDULE #2 ON SHEET 12. 0.25" MAX. SHIM (60-\,_ E ER +DR's ✓�rj t Q(: LJEwial 7-fibiru== °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) on "c" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) 0.25' MAX. SHIM 0 ..t. ril „..i,"„).k 01oltM, imii POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1 /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 w2* (SEE NOTE ON SHEET 5) (SEE NOTE 9/1) (SEE NOTE 9/1) T: MIN. EMBEDMENT (SEE NOTE 9 /1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIORI SECTIONS F -F (xo) SCALE 1/2" = 1" PRODUCT REVISED as complying with the Florida Building Code Mi- y Acceptance No / W AVP E,. R nDate ''I�o�/s�a'ioesao�soo ~,00rFR ���ENS�'' SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Honicane zone) V '0 • s :4)...es F! QR' 1 lig`r %% I-DADE COUNTY 2012 7111600 INC. /litIiEO INC. \ TMLUT TESTING & ENGINEERING =INFAMY 5386 NN. 35th. SL. Ste. 109. VIRGINIA GARDENS. Fl 33188 Phone : (3135)671-1530 . Fax , (509)871 -1531 e —mail: tdlteeo®aaLcom EB- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDINGiMNDOW LARGE MISSILE IMPACT RESISTANT DRAWN 8Y: LA./LG./ M.C.V. /A.G. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX 305) 558 -6665 GEsgrwww.generaUmpact.com 01/10/12 PATE Re aaS+Rax ORE REV. «a 12-006 DRAWING No am ae-119 G1 /to/12 2 SHEET 11 OF 14 HORIZONTAL SLIDING WINDOW ® SCHEDULE # 1 • (XOX) WINDOW CASE # MAX A.S.D. DESIGN MAXIMUM MAXIMUM MAXIMUM MAX. OPERABLE (X) MAX. FD= (0) MAX OPERABLE (X) MAX. FIXED (0) PRESSURE WATER PRESSURE FRAME WIDTH FRAME HEIGHT WINDOW WIDTH WINDOW WIDTH D.L.O. WIDTH D.L.O. WIDTH RATING ,i w2 "a" i'c" MAX. OPERABLE (X) OR FIXED (0) REQ'D D.L.O. HEIGHT GLASS "b" TYPE +100, -130 psf. +15 psf. 111 1/8" 631 /4" 37 1/16" 37" 331/2" 331/2" 561 /4" 290 11 +100, -130 psf. +15 psf. 111 1/8" 63 1/4" 281 /16" 55" 24 3/4" 51" 561/4" 298 V +90, -100 psf. +90, -100 psf. +100, -150 Rt. rf. +13.5 psf. +13.5 psf. +15 psf. 111 1/8" 111 1/8" 961/4" 741 /4" 37 1/16" 37" 331/2" 331 /2" 671 /4" 29A 741 /4" 28 1/1 6" 55" 24 3/4" 51" 671/4" 631 /4" 321 /8" 32" (XO) OR (OX) WINDOW 28 3/8" 28 3/8" 561/4" 29A 298 CASE # I II DESIGN PRESSURE RATING +100, -150 psf. +100, -130 psf. MAXIMUM MAXIMUM WATER PRESSURE FRAME WIDTH 17 +90, -100 psf. +100; -150 psf. +15 psf. +15 psf. +13.5 psf. +15 psf. MAXIMUM FRAME HEIGHT MAX. OPERABLE iX WINDOW 1MDTH wf MAX. FIXED (0) MAX. OPERABLE (X) WINDOW WIDTH D.L.O. WIDTH w2 741/4" 661 /4° 371 /8" 371/8" 741 14" 631/4" 371/8" 371/8" 33 9/16" 33 9/18" MAX. FIXED (0) D.L.O. WIDTH pc" 33 9/16" 33 9/161 1/2" MAX OPERABLE (X) OR FIX (0) D.L.O. HEIGHT 491/4" O.C. 561/4 READ GLASS TYPE. 29B 290 741/4" 741/4" 371/8" 371 /6" 33 9/16" 33 9/16" 671/4" 601/4" 601/4" 301/8" 301/8" MAXIMUM ANCHOR SPACING " I9 SCHEDULE #2 26 9/16" SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING (PSF) HEAD /SILL JAMB HEAD/SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK exE r tE gA & �/1) 1/4"� TeUILDEX TAPCON 80 or Tess 9" O.C. 9" 0.0. SEE DETAIL 2 (6 ANCHORS) > 80 up to 100 7 1/4" 0.0. 7 1/4" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 5 1/2" 0.0. 5 1/2" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 4 3/4" O.C. 4 3/4" 0.C. SEE DETAIL 2 (6 ANCHORS) METAL NOTE ) 1/4 "0 -14 ITVLBUILDEX 80 or less ' 9" 0.0. 9" 0.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" O.C. 9" 0,C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2" O.C. 7 1/2" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6 5/8" O.C. 6 5/8" 0.C. SEE DETAIL 2 (6 ANCHORS) WOOD (SEE rat s/1) 1/4 "0-14 IT>�+ BUILDIX �b 80 or less 9" O.C. 9" O.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7" 0.C. 7" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6" O.C. 6" 0.C. SEE DETAIL 2 (6 ANCHORS) PRODUCT REVISED as complying with the F1trida Building Code Acceptance No E. . 'on Date 28 9/16" 531/4" 29A 299 DETAIL 1 AT HEAD & SILL 4 ANCHORS ItOBBBBOB ®BS��� ® ® ®B� �,,I' p. T1Ljy. MIAMI-DADE COUNTY 2012 TILTECO INC. MEETING STILE FRAME, " 3" 3" —. 4" --I– H EAD/SILL 30 so- I/1tIiOac.\ TILUT TESTING as Ei4GINEEI7ING COMPANY 8355 N.W. 36th. S6. Ste. 305, VIRGINIA GARDENS. A 33188 Phone t {305)871 -1830 . Fax 1 (3051871 -1831 U9teca@aol.com E9- 0008719 WALTER A. TILUT Jr., F.E. *FLORIDA Li441 E 7 OR AS APPLICABLE DETAIL. 2. AT HEAD & SILL 6 ANCHORS 1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY 1 IMi vi NMI ._.-. RIM ii IAAc 12 .Sowiz,: Doves 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generollmpact.com 01/10/12 DATE NV. NT 1 T Gn" w -.ta 061E All. Na cmsountas mre 12-006 DRAWING No of /1"/12 4 SHEET 12 OF 14 NOTCH (TYP.) (2) #8 x 1" P.N. SMS SEALED W/ (2) #8 x 1" P.H. SMS SEALED W/ (2) #8 x 1" P.N. SMS SEALED W/ NOTCH (TYP.) ,sf CONT. ALL AROUND NOTCH (TYP.) (2) #8 x 3 1 /2" P.H. SMS SEALED W/ 27 PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date Mimi Dade ProducPConant MIAMI -DADS COUNTY s STATEaF •jw o�� 1i1t1}f7 7�..�: Gl 3 1 it votwoof 02012 TILTECG INC. (3) #8 x 1" P.H. SMS SEALED W/ 27 CORNER CONNECTION AT HEAD /SILL & FIXED SAS; ale® I Cs o,c. TILLIT TIMTING ffi E 4 tINEENING CGMPANY 8355 N.N. 315h. s4, Ste. 305. V aI DA GARDENS, Fl 33185 Phone : (305)571 -1530. Fax : (305)871 -1531 e -moil tiRecof180aLcom EH- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Lic. 44167 SCALE: 1 /2 "= 1" FLORIDA BUILDIING CODE (high Velocity Hurricane Zone) SERIES 1800+11t3H1MPACT HORIZONTAL SUDINGININDOW DRAWN BY: LARGE MISSILE IMPACT RESFSTANT I.A. /L.G. /A.G. 290 WEST 78 ROAD HIA EAH. FL. 33014 PHONE (305) 5513-8103 FAX: (305) 858 -6685 www.generahmpact.com 01/10/12 d DATE VEUMPTION RfSH REV. R4 ma ae -ols 01/10/13 a 4 12-006 DRAWING No 0036 SHEET 13 OF 14 (2) #8 x 1" P.N. SMS SEALED W/ (2) #8 x 1" P.HSMS.. SEALED W/ NOTCH (TYP.) CONT. ALL AROUND PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date�� BY Miami Dade Produet°Control MIAMI -DADE COUNTY CONT. ALL AROUND (2) #8 x 1" P.H. SMS SEALED W/ 27 CORNER CONNECTION AT VENT .101,00,se>s v1/4 oo0 1 SCALE: 1 /2 „_ 1” l.I % , TILL /1'�" °.m ( ) #8 x 1" P.H. SMS SEALED W/ 27 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2072 TILTECD INC. /1M.rjmehesc. TIWT TESTING Qt ENGINEERING COMPANY 6399 N.W. 36th St.. Ste. 325. VIRGINIA GARDENS, R 33168 Plume : (305)871 -1630. Fax (305)871 -1531 e—mail: titeced1aaLcom E8- 0006719 WALTER A. 11WT Jr.. P.E. FLORIDA Lie. 44167 SERIES 18000HIG1-11MF'ACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /LG. /A.G. IMPACT c,TLm..- 8 WnO�Ws t 7GYr� 4Q 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (.305) 558 -8665 www.generalimpact.com 01/10/12 DATE let. as 03 3423.3331 ' an. Nn ate acts; 12 -006 DRAWING No ate aa-710 m /14/12 a a 4 SHEET 14 OF 14 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WI USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. REMAINING COMPONENTS FOR THIS SUDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3. MAXIMUM A.S.D. DESIGN PRESSURE .RATINGS : FOR THESE DOORS SHALL BE AS SHOWN ON SIIEET 4. SEE DOOR ELEVATIONS ON SHEETS 4 THRU 7 FOR QUALIFIED CONFIGURATIONS. 4. THIS SERIES 11040 HIGH IMPACT SUDING GLASS DOOR WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE., 5. THIS SERIES 11000 HIGH IMPACT SUDING GLASS D INFILTRATION., t 4 IS APPROVED FOR MR AND WATER 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063—T6 ALLOY AND TEMPER, WITH Fy =25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS S ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO META..) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G =0.55. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.192 ksi), MIN. EDGE DISTANCE = 2 1/2". — 1/4'10 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC (COMPONENT THRU 1" P.T. WOOD BUCK. — 1/4"0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT ®), THRU 1" P.T. WOOD BUCK. (8) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2". — 1/4"O TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT THRU 1" P.T. WOOD BUCK. — 1/4"0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK, MIN. EDGE DISTANCE = 1". — 1/4"O TAPCO/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ). (D) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063 —T5 ALLOY) MIN. EDGE DISTANCE = 1/2". — 1/4 "0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A-65.3 OR A -36) MIN. EDGE DISTANCE — 1/4"x2 14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 30 ). ° °° 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP, HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A,D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 00IAAAA /i90, °0p, A. TI /4;7% v1"; 0.44167 ........... --‘4,c1\ 111514 ® ® ®OOl /OlAAIIl 02012 TILTECO INC. /iirIi,'.\ TILLtT TESTING * ENGINEERING COMPANY 6398 N.W. 38th. St., ate. 206. Y1RONIA OMENS, 1,1 33188 Phone : (308)871 -1930 . Fe. s (305)811 -1931 e—mail; tfteco ®coi.conr E9- 0008719 WALTER A. TILLIT Jr., P.E. FLORIDA tic. 44167 SNOW Maw, l web tkelleeW f z. :22:6.10 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) S 11000 HIGH IMPACT SLIDING GLASS DOOR 9Y' LG./M. Y Ia.G. SERIES WEST 78 ROAD HIALEAH, FL. 3.014 RHONE: (305) 558 -8103 FM: (305) 558 -6665 www.generdiimpoctcom IMP sss,�oOWS O1 /10!12 DATE HE?. DO Dot DAR 66Y. D. oescarvn 12-003 DRAWING No OLD m -ate 3 SHEET 1 OF 18 BILL OF MATERIALS ITEM # PART # DESCRIPTION MATERIAL 1 GtC301 -1 FRAME HEAD 6063 -T6 2 GIC302 -1 FRAME SILL 6063 -T6 3 GIC303 -1 FRAME JAMB 6063 -T6 4 GIC304 -1 TOP RAIL 6063 -T6 5 GIC305 -1 BOTTOM RAIL 6063 -T6 6 G1C306 -1 LOCK STILE 6063 -T6 7 GIC307 -1 MEETING STILE OUTER INTERLOCK 6063 -T6 8 GIC308 -1 MEETING STILE INNER INTERLOCK 6063 -T6 9 GIC309 -1 CENTERMATE FEMALE ASTRAGAL 6063 -T6 10 GIC310 GLAZING BEAD 6063 -T6 11 GIC311 INTERLOCK STIFFENER 6063 -T6 12 GIC312 RETAINER CUP, 4" LONG 6063 -T6 13 GIC313 FIXED PANEL CUP, 8" LONG 6063 -T6 14 - OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 5063 -T6 15 - OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 6063 -T6 17 W223511 K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 ■ GIC315 BOTTOM RAIL SEAL VINYL 19 GIC314 SETTING BLOCK NEOPRENE I 20 GIC316 GLAZING BULB NEOPRENE 21 FASTENER PANEL ASSEMBLY SCREWS, #10x1 1/4" P.H, S.D.S. S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #10x1" F.H. S.D.S. S.T. STEEL 23 FASTENER FIXED PANEL CUP FASTENER, (3) #10x1/2" PH S.D.S. S.T. STEEL 24 - PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL @ 2 /PANEL CELCON 25 #1939- 6010 -55 GLASS PANEL ROLLER ASSEMBLY AT (2) Q PER OPERABLE PANEL @ EACH END OF PANEL ST, STEEL 26 FASTENER (2)1/4 "0 -20x1" LONG T.H. S.S.M.S. TO STELES /ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL 27 2300 -10SS / #623Z HANDLE LOCK (INTERIOR AND EXTERIOR) @ 36 1/2" /BOTTOM WITH LOCK INSTALLATION SCREW (2) #6- 32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK HANDLE c' 35 1/2" /BOTTOM W/ #10 -24x1 3/4" 0.H. M.S. S.S. ST. STEEL 28 2500 -1061 Z LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4" P.H. S.D.S. S.T. STEEL 29 ANCHORS 1/4 "0 MN BUM TAPCON ANCHOR OR 1/4 "0 HILTI KWIK -CON II ANCHOR (SEE SCHEDULE ON SHEET 7A) STEEL 30 ANCHORS 1/4 "2 -14 fTW BUILDER TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SILICONE SEALANT STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SIUCONE 33 GLASS 0.458" OVERALL LAMINATED GLASS W/ (1) 0.185" HEAT STRENGTHENED GLASS + (1) 0.088" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. + (1) 0.185" HEAT STRENGTHENED GLASS. 34 - BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" 0.C. (MAX.), AT MID -GLASS BITE�1�ICONE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. ao®gp:_ u.44 ®0.„® "R** • GENSE • 1 4 ! J Z,- a • ^ . aCl Pt'f$j___ 5 9SI()i'1.E' ?a Arm0i0QBT z �W (‘I oQ SUBSTRATE (SEE SCHEDULE ON SHEET 7A) GLAZING DETAIL (SECTION) l9 2012 TILTECO INC. SCALE: 1 /2 " =1 " FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR La v ko. rum TESTING do ENGINEERING COMPANY 6395 N.W. 38th. St, Ste. 305, VIRGINIA GARDENS, Fl 33168 Phone : (300371 —1530 . Fos : ( O5$71 —t 031 e —mal tilteco @aoi.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA tic. 44167 290 WEST 78 ROAD HIALEAH, FL 3.3014 RHONE: (305) 558 -8103 FAX (305) 558 -6665 www.gerwralimpact.cam 01/10/12 DATE 896. NO 0990911111014 DA18 RE% No 0w 07-965 5 12 -003 DRAWING No SHEET 2 OF 18 1.605' 5.808° r.094" .094 " - .078° T 1.683 R. FULL (5) 1.062° 1 .078" (3) 2.189" FRAME HEAD 6063 -T6 SCALE 1/2 " =1" 3.437" .110° 1.230° 1.594° R.125 1.219" 1.501* .094 " - R.094" (2) .094" ® LOCK STILE 6063 -T6 SCALE 1/2 " =1" .831" .250" 1.785" .125' - 7.125" -.951 " -- R(.062" /1D) 1.782" 19 INTERLOCK STIFFENER 6063 -T6 SCALE 1/2 " =1" SETTING BLOCK NEOPRENE SCALE 2 " =1° 1.683" R.125 (3) 062" 6.012' 1.152 " - .078 " - r .375° 375° -.062" R.062° (5) -\ 1.063 " -rl _.27r `il REF. .094 " - 1.605" 172 "J 5.715° © .FRAME SILL. 6063 -T6 SCALE 1/2 " =1" 3.000" 1.875° 2.064' .891' .094 °1 .094 " - .031" ,045° .168" REF. - 2.125" Q ,MEETING STILE OUTER INTERLOCK 6063 -T6 SCALE 1/2 " =1' DRILL V 120' X .015 OP. 70 (J RETAINER CLIP, 6063 -T6 4° LONG SCALE 1/2 " =1" .194° GLAZING BULB NEOPRENE SCALE 2 ° =1" 123" x.107° .606 °° .022 "! 1.365° 3.500" .684° 1.152° 812" .657° 2.189 .657° 5.637" .812' .595" 1.171' ® ERAmLtAtia 6063 -T6 SCALE 1/2 " =1" 3.000" R.022" "•875° 2.125° 107° .094" - r• {-•094" .123 "r .045 " -- 1.395" .606 REF .312 "---� 1.843° _ -.891"- /-R.031 .625° .094" 2.064" (-.125" L 1.063° - (5) REF. .062" 1.875° MEETING STILE INNER INTE LOCK 6063 -T6 SCALE 1/2 ° =1" DRILL V 120' X .015 DP. .062" .793" 125° F(Typ•) 1.263° (4 OPTIONAL INTERIOR 13 FIXED PANEL CUP REINFORCEMENT FOR, 6063 -T6 FEMALE ASTRAGAL 6063 -T6 A00# P 0. L TB °1° 8" LONG SCALE 1 " =1' COMPONENTS </ ' ° \'aNSE � 41 6 - 1.288 " -- ® TOP RAIL 6063 -T6 SCALE 1/2 " =1" .937" 3.000" 2.125" .078 ° - R.062" x.130° /i (2) .254" r.094" RILL V 120' X 015 OP. 1.749" .094 " - 3.945" .675" 60 R.022" r107" r.123" Q45" .955° 1.395° R.050" .271 .086 " - .110" .049 " - R.010" 2.625" .154' R.022" .746" 3.500" 2.110" R.031° (4) .96" .164" - 1.288 " - BOTTOM. RAIL 6063 -T6 5CALE 1 /2 " =1' .328° -.078" / R 062" R.045 � f.125" 125° • �I .234° - 2.500" 0 CENTERMATE FEMALE ASTRAGAL 6063 -T6 SCALE 1/2 " =1" 1.591° E .125" F(Typ•) 2.014" OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL 6063 -T6 SCALE 1/2 " =1" 2,1 R,035 "- 8.025" R.035" .024" .515" F.I, 9° 103° 1,1 Fr 1,763. .043" -.188" - 174" .018" .170" .036" GLAZING BEAD 6063 -T6 SCALE 1(2 " =1" .030" .196" .327" FULL ,BOTTOM RAIL SEAL, VINYL SCALE 2 " -1" O ® 2012 TILTECO INC. IL- EC 0 INC.\ TILUT TESTING & ENGINEERING COMPANY 6358 N.W. 36th. St., Ste. 305, VOIGINIA VIRGINIA GARDENS, Fl 33188 Phone : (305)871 -1530 . Fax : (305)571 -1531 e -mail: tllteco @aoLcom EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167 ementICT IREVISID as stoplyise with ire SLAM* Cede hiLeVesse Welt -a Z0 I 0 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) DRAWN El: I LG/4Cv /AG. _ SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR NIS (GENERAL IMPACT 5 &�x ws 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www. genera if m pa ct. cam 01/10/12 DATE SW. ,» amts MIL 8a 12-003 DRAWING No 01.0 07-303 1/10/13 3 SHEET 3 OF 18 ma L_ C x In 11 A/8 i a B/91 DEE 49 3/16" MAX. FIXED PANEL WIDTH D.L.O. WIDTH (SEE SCHEDULE) 0 FRAME WIDTH (SEE SCHEDULE) B'/ 10 DET. X /7A,_moO t' II II 49 1 /4" MAX. OPERABLE PANEL WIDTH 11 9 B /91 DEL X /7A- ( II I A /841 SIM. f A/81 17 rAi DET. X/7AT -- B/91 o f4) X 4 DET. X/7AT' ��- B' /10'4 Mar DET. Vi r-- B/9 *� TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A/81 SIM. MAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM A Dj11 C 11 v N-DET. Y /7A MAX. A.S.D. DESIGN PRESSURE RATING +85, —85 psf 15 psf AT WATER MAXIMUM FRAME HEIGHT 9' -0" Ix_: 1 MAXIMUM FRAME WIDTH 16' -0" MAXIMUM D.L.D. HEIGHT 99 3/4" MAXIMUM D.LO. WIDTH 42 3/4" +91, —99 psf 15 psf AT WATER 8' -0" 1 1 11 87 3/4" 42 3/4" +100, —120 psf 15 psf AT WATER 7' —011 12012 TILTECO INC. ILE OINC.` l TIWT TESTING & ENGINEERING COMPANY 8385 N.W. 38th. St, Ste. 308, VISICSNIA GARDENS, R 33186 Phone : (3053871 -1530 . Fos : (3115)871 -1531 e—maU: tfteco@col.com EB- 0006719 WALTER A. TILUT Jr.. P.E. FLORIDA Lic. 44167 1 6'-0" 75 3/4" 42 3/4" rii,e1SUCT BEMIS seeplybag >ta Resift lieddille Cade diedgeenete X12— o264•IU Dos MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS 0008 GENE IhApWh.9au(riLiNars�W 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.gerreroUmpact.com DRAtt#1 HY: LG./M.C.Y./AG. 01/10/12 DATE Silt 60 608. 6. OESCRIPSOS 001E 12 -003 DRAWING Ne OLD 07-305 9I/10/12,. SHEET 4 OF 18 TYPICAL SEE SHEET EXTERIOR ELEVATION (OX) SCALE: 1/2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 A/8 FRAME WIDTH (SEE SCHEDULE * *) B/9 44 ���omoo I' II 11 Era X /7A 1JAX. DAS F 1- T 2 j C/13 /7A 49 1/4" -MAX. OPERABLE PANEL WIDTH D.L.O. (SEE SCHEDULE **T- x 49 3/16" MAX. FIXED PANEL WIDTH 0 D/13 1 DET. Y /7A TYPICAL SEE SHEET EXTERIOR ELEVATION (X0) SCALE: 1 /2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A/8 1 FRAME WIDTH (SEE SCHEDULE ** B/9 7-D,E . X /7A 6- D/14 v C/14 49 1/4" MAX. OPERABLE PANEL WIDTH x D.L.O. (SEE SCHEDULE * *) 1 D/14. A/81 B/94 T- DET, X /7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ©2012 TILTECO INC. IL E C 0 INC. '\ TIWT TESTING & ENGINEERING COMPANY 6353 N.W. Seth. St, Ste. SOS. VIRGINIA GARDENS. -R 33166 Phase : (305;871 -1530 . Fax : (305)671 -1531 e —mail: tfteco@aal.com E8- 0006719 WALTER A. miff Jr., P.E. FLORIDA Lie. 44167 Y/7A OUCT FIEV1SED saapplifing with Oa liaddas Cede pie 12- 0206'1 O MIAMI DACE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR �'" c. �' L�./ee.cv /14+3 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 GEq�NEISAL, www.generalimpaet.com ?lfd =Sorry ii 01/10/12 DATE KV. 60 DESGOIPTION 6A1C - 6EV 6a 12 -003 DRAWING No m6 07 -365 01/10/12 3 SHEET 5 OF 18 A/8 - i I , IsP91wL YYI{JIII `aa.. J1/44UIGIJVI —C. DEF. X/7'9 41 ( II II °; 1 D 12® , r D /1 49 1/4" — MAX. OPERABLE PANEL WIDTH 1-1 1 nn E C 33 I il C/12 (SEE / D.L.O. / y %C/1 1 L/ DET. ' H I 4 SCHEDULE "•) 0 MAC A/8 44 DET. X/7AT B/9 e II TYPICAL SEE SHEET EXTERIOR ELEVATION (OX) SCALE: 1/2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 A/8 FRAME WIDTH (SEE SCHEDULE * *) B/9 44 ���omoo I' II 11 Era X /7A 1JAX. DAS F 1- T 2 j C/13 /7A 49 1/4" -MAX. OPERABLE PANEL WIDTH D.L.O. (SEE SCHEDULE **T- x 49 3/16" MAX. FIXED PANEL WIDTH 0 D/13 1 DET. Y /7A TYPICAL SEE SHEET EXTERIOR ELEVATION (X0) SCALE: 1 /2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A/8 1 FRAME WIDTH (SEE SCHEDULE ** B/9 7-D,E . X /7A 6- D/14 v C/14 49 1/4" MAX. OPERABLE PANEL WIDTH x D.L.O. (SEE SCHEDULE * *) 1 D/14. A/81 B/94 T- DET, X /7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ©2012 TILTECO INC. IL E C 0 INC. '\ TIWT TESTING & ENGINEERING COMPANY 6353 N.W. Seth. St, Ste. SOS. VIRGINIA GARDENS. -R 33166 Phase : (305;871 -1530 . Fax : (305)671 -1531 e —mail: tfteco@aal.com E8- 0006719 WALTER A. miff Jr., P.E. FLORIDA Lie. 44167 Y/7A OUCT FIEV1SED saapplifing with Oa liaddas Cede pie 12- 0206'1 O MIAMI DACE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR �'" c. �' L�./ee.cv /14+3 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 GEq�NEISAL, www.generalimpaet.com ?lfd =Sorry ii 01/10/12 DATE KV. 60 DESGOIPTION 6A1C - 6EV 6a 12 -003 DRAWING No m6 07 -365 01/10/12 3 SHEET 5 OF 18 A/8 4 6' 1 FRAME WIDTH (SEE SCHEDULE * *) DEL X 7A B/9 4 ( II 11 D//15� AIL DET.X7ABa/104 4 bd (_ 11 Il �) 6" MAX. A/8 4 DET. Or-Big DET. X/7ATB' /1044 =.D/115 A/84 ,C/15 C 16i r' / 1 -DET. Y /7A } TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1/2" = 1'--0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 FRAME WIDTH (SEE SCHEDULE * *) ®�. X /7A-. �/9 4 DET. X7A�go� AIMS 4 11 11) (- II II�) 49 3/16" (Pil to _I o 49 3/16" 49 1/4" 49 1/4" MAX. OPERABLE PANEL WIDTH 33 \\\ \ 'I * v cn ci MAX. FIXED PANEL WIDTH 33 AX. OPERABLE PANEL WIDTH 33 /// /P / / / III O.L.O. iV • SEE SCHEDULE * *) MAX. A/8 4 DET. Or-Big DET. X/7ATB' /1044 =.D/115 A/84 ,C/15 C 16i r' / 1 -DET. Y /7A } TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1/2" = 1'--0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 FRAME WIDTH (SEE SCHEDULE * *) ®�. X /7A-. �/9 4 DET. X7A�go� AIMS 4 11 11) (- II II�) 49 3/16" (Pil to _I o 33 \ \\N \\ \ \\ \ \ D.L.O. (SEE SCHEDULE * *) MAX. FIXED PANEL WIDTH 33 \\\ \ 49 1/4" MAX. OPERABLE PANEL WIDTH 33 \\\ \ �Q D /16 r C/1 HEIGHT (SEE SCHEDULE A /84 DET. X /7AT B/9 1 DET. X/7AT.�.- A/8 4 SIM. TYPICAL EXTERIOR ELEVATION (OXO) SCALE: 1 /2" = 1 ' —0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 0 2012 TILTECO INC. AIL Ec 0 Isle. \ TItLTB TESTING & ENGINEERING COMPANY 5359 111.1 36th. St, Ste. 305. VI5C53A OMENS. FT 33186 Phone : (305)871 -1530. Rut : (305)871 -1531 e —moil: tllteco aol.com EB- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Uc. 44167 DUCT REVISED the Reside Delft Cede keticalease lz —O.Ob• 10 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °A" '' .' L.Q/ELC.V. /AG. GENE- {�I 280 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.8ertercNmpact.com 01/10/12 DATE. 306. 35 i 0318 OLD m -555 51/10/12 e6.ib a 0036 12 -003 DRAWING No SHEET 6 OF 18 1 A/8 FRAME WIDTH (SEE SCHEDULE * B/944 DETO 88/1044 DEF. B/9 DETO X/7A�aq A /844 BIM. lo 0 A D/17 8 1 U �C 17 FRAME HEIGHT 6' MAX. A/8 41 DEr. X /7AT�� B/944 0 m. x x _111 r-- ~�• ,w.r DEL X/7AT DET, X /7AT� B' /10 B/94 TYPICAL EXTERIOR ELEVATION (XXXX) SCALE: 1 /2" = 1 ' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 N. TILL/ A /81 SI M. D/17 1 j C/17 y 6- - MAX. - -- & 1.,OBeiO4,0000 000 0 v 62012 TILTECO INC. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR Lc./M.C.Y.A.G. / !ILIECO me. TILLIT TESTING *ENGINEERING COMPANY 5355 N.N. 36th. St, Ste. 305, VIRGINIA 659DEN5, FI 33156 Phalle : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteca ®aol.corn EB- 0006718 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167 GE GLASS & WINDOWS 2Be rear9afuM7M 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generaltmpact.cam x 12 -003 DRAWING Na SHEET 7 OF 18 9' -0" 1/4 "0 TAPCON OR KWIK -CON II POURED CONCRETE T DEsion mile HEAD /SILL ten® 4 OF ANCHORS FOR TAPCON FOR KWIAK -COW U +60, -60 psf 9 +75, -75 psf +85, -85 psf 11 11 +91, -99 psf 13 5 5 7 7 +100, -120 psf 17 1/4"0 TAPCON WOOD +60, -60 psf 11 +75, -75 psf 13 +85, -85 psf 15 +91, -99 psf 17 +100, -120 psf 19 1/4"0 TEK SCREW ALUMINUM MUWON 0R STEEL MEMBER +60, -60 psf 9 +75, -75 psf +85, -85 psf 11 11 +91, -99 psf 13 +100, -120 psf 17 N/A 8' -0" 1/4.'0 TAPCON OR KWIK -CON II POURED CONCRETE +60, -60 psf +75, -75 psf 9 5 +85, -85 psf 11 5 +91, -99 psf 11 7 +100, -120 psf 15 1/4"0 TAPCON WOOD +60, -60 psf 9 +75, -75 psf 11 +85, -85 psf 13 +91, -99 psf 15 +100, -120 psf 17 1/4"0 TEK SCREW ALUMINUM MUWON OR STEEL MEMBER +60, -60 psf 7 +75, -75 psf ' 9 +85, -85 psf 11 +91, -99 psf 11 +100, -120 psf 15 N/A 7' -0" 1/4"0 TAPCON OR KWIK -CON 1I POURED CONCRETE +60, -60 psf 7 +75, -75 psf 9 5 +85, -85 psf 9 5 +91, -99 psf 11 5 +100, -120 psf 13 1/4"0 TAPCON WOOD +60, -60 psf 7 +75, -75 psf 9 +85, -85 psf 11 +91, -99 psf 13 +100, -120 psf 15 1 /4 "0 TEK SCREW ALUMINUM MUWON OR STEEL MEMBER +60, -60 psf 7 +75, -75 psf 9 +85, -85 ps 9 +91, -99 psf 11 +100, -120 psf 13 N/A O CORRESPONDS TO CLUSTER OF 29 OR 30 ANCHORS AT t. OF STILES /ASTRAGAL LOCATION (SEE DETAIL X) j 14,4 MU 0 3: .S U FOR A GNEN ANCHOR ViPE, SUBSTRATE DESIGN. ERESSURE _TRIG MAXIMUM ME Waif 9' -0" OR 8' -0" OR 7' -0" ANCHOR TYPE 1/4"0 TAPCON OR KWIK -CON II 1/4"0 TAPCON 1/4"0 TEK SCREW SUBSTRATE POURED CONCRETE OR CONCRETE BLOCK WOOD ALUMINUM MUWON OR STEEL MEMBER DESIGN PREEdURE WONG +60, -60 psf +75, -75 psf +85, -85 psf +91, -99 psf +100, -120 psf JAM if OF ANCHORS FOR TAPCON FOR KWIK -CON 8 18" o.c. 18° o.c. 18" o.c. 18° o.c. +60, -60 psf +75, -75 psf +85, -85 psf +91, -99 psf +100, -120 psf +60, -60 psf +75, -75 psf +85, -85 psf +91, -99 psf +100, -120 psf 18" o.c. 16 1/2" o.c. 13 1/2" o.c. 18" O.C. 18" o.c. 16° o.c. 13 1/2" o.c. 11" o.c. 18" o.c. 18" o.c. 18° o.c. 16 1/2° o.c. 13 1/2" O.c. 18" 18" 18" o.c. O.C. O.C. N/A * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) - OF STILES /ASTRAGAL LOCATION DETAIL X---X H- EAD & SILL CASE N.T.S. OBBe9O@0980ABS # ®,y�,o eaa, (-R P. TILL�T� :/" \C'EN$F ° a tame•- - -- ; v. . _ _ S /, . a� Alt .alf o �9A /90AI e 6112012 TILTECO INC. / IILIE C ©iNe" TIUJT TESTING & ENGINEERING COMPANY 8399 N.W. 36th. 5t, Eta 309, VIRGINIA GARDENS, R 33166 Phone : (3050871 -1530 . Pox : (305)871-1331 e -mail: NIEew ®7GL.com E9- 0006719 WALTER A. TMWT Jr., P.E. FLORIDA Uc. 44167 OR 3O @ "5 ", STAGGERED (TYP.) 2 3/16" DETAIL. Y -Y JAMB _CASE, N.T.S. Rs sk Nolen Cede Meeptsace t2- 0Zd &/O MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR L� t C. / r F r`',L�A E$ yt�V/II��.11 SIB =:f'gDG 7I3 290 WEST 75 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 556 -6665 www.generrlmpacd.com 01/10/12 DATE w,to BLi. B° 12 -003 DRAWING No 6L0 O7-ws 61/10/12 3 3 4 SHEET 7A OF 18 EXISTING STRUCTURE 2 "x P.T. WOOD BUCK (SEE NOTE 8 /1) A = Vf 71111- (Did" 11111 '—L 2) 30 !WIC 9/1) 1 oil 1111141 r aN E.O. ''SEE NCIE 9/1 (2) Q E.D. { NDIE 9/1) WOOD SU STRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.Q. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. ' N 4 POURED CONCRETE REVD. E.D. (SEE NOTE 9/1) E.D. SEE NOTE 9/1) I x P.T. W000 BUCKS (SEE NOTE 8/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) U_ 9 0 z w . PANEL HEIGHT tO 0 w O5 a- 2° MAX. THICK HIGH . STRENGTH_ GROUT. • POURED CONCRETE REO'D. * (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT 2) SECTION A —A SCALE: 3/8" =1" °-'(SEE NOTE 9/1) (2) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE oleo: TILL/r rr�s .• GENSF • ® 167 C'Y r T j • FLO�\S C;`• , 000 X" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY -�� APPROVED MULLION (UNDER SEPARATE APPROVAL) ('Jtt NUt t 9/1) '—L 2) 30 !WIC 9/1) 3@ EXTERIOR STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE E.D. E.D. --(SEE NOTE - - --(SEE NOTE— 9/1) 9/1) 2 2 STEEL MEMBER SUBSTRATE, 2012 TILTECO INC. IILIE rc.\ TI1UT TESTING Ae ENGINEERING COMPANY e355 N.W. 38th. St., Ste. 305, VIRGINIA GARDENS. Fl 33158 Phone : (3a5)871 -1530 -: Fax : (3053571 -1531 e -mail: tilteca49ao1.com EB- 0006719 WALTER A. TWIT Jr., P.E. FLORIDA Uc. 44167 WitODUCT REVISED se eetsaying with the Florkk Beldam Cede Aceeptesee 14 1Z' b2a 6• ICI hate MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ENE �r 10eCYear.4'oludcn 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 Www.generalimpact.com CRAM BD L0.ALtwY. /A.G. 01/10/12 DATE W. No 0133511.1105 5313 t6v. No IIESQ FIURI 12-003 DRAWING No awe-o5 A,rtwz 3 SHEET 8 OF 18 EXISTING STRUCTURE ED. (SEE NOTE 9/1) 1 15/16" (2) ED. SEE NOTE 9/1) 2 "x P.T. W000 BUCK (SEE NOTE 8/1) N d zg tit" a x ,N 2 "x P.T. W000 BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) (2)9 E.D. (SEE NOTE 9/1) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. * * POURED CONCRETE REQ'D. 1x P.T. W000 BUCKS (SEE NOTE 8/1) 4. E.D. (SEE NOTE 9/1) (2) E.D. (SEE NOTE 9/1). 2 Q a 1 2" MAX. THICK HIGH . STRENGTH_ GROUT. POURED CONCRETE REVD. * (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT (2) * * (4) 11/16" LONG WEEP NOTCHES, (1) AT EACH END OF EACH OPERABLE PANEL TRACK AT SECTION B —B SCALE: 3/8" =1" • .49 E.D. (SEE NOTE 9/1) (2) POURED CONCRETE / CONCRETE BLOCK SUBSTRATE IoQOO8�66 ®Baao�e� 00.1iQ p. TILCIT� e� d • It 0 e L� w Ape. siGNA %S'Sin( 1. 1 ¢� )e° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY -- -�� APPROVED MULLION (UNDER SEPARATE APPROVAL) PRIOR STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -530 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. E.D. E.D. \JCC IYV1.. 9/1) 2} 30 (Jt.t NtJ•t 9/1) �� i... 04 . w l'i 0 lit 10 „ 1 1 II 1 II .I 1 0 `I i 11 .I ,4 2 1i „ it •I 111 li .. ALUMINUM MULLION SUBSTRATE E.O. E.D. —(SEE NOTE— TE— - -(SEE N NOTE-- 2 Ul STEEL MEMBER, SUBSTRATE. © 2012 TILTECO INC. IL EC 0 inc. TILLIT TESTING 8: ENGINEERING COMPANY 8358 N.ip. 36th. St., Ste. 305, iRGNUt GARDENS, Fl 33188 Phone : (305)871 -1530 . Fax ; (305)871 -1531 e —maIl: tiltecoaaol.com ES- 0006719 WALTER A. T1UaT Jr„ P.E. FLORIDA Lic. 44167 iragaUcir =VIM se mpg:tying vie @ Agessiotaseg j �d 46j 6 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hunicane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °�'"�' B'` L.G./1d.GV /aG. GENERAL, d �Cl.st,.= e 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalimpact.com 01/10/12 DATE NEY. Ne DESCRIPTION arc REV. No 12 -003 DRAWING No 2 8LD 07- ar/w /t8 4 SHEET 9 OF 18" EXISTING STRUCTURE E.D. (SEE NOTE 9/1) 1 15/16" E.D. (SEE NOTE 9/1) -- 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) aw z 2E01 FRAME HEIGHT (SEE 0 e rn w 38 2 4-' X E.D. (SEE NOTE 9/1) (2) E.D. (SEE NOTE 9/1) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON - SHEET- 7A.- 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRtJb REQ'D. E.D. (SEE NOTE 9/1) 2) E.D. (SEE NOTE 9/1) 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) a = FRAME HEIGHT (SEE NOTE 1 INDICATED 106 3/4" MAX; PANEL POURED CONCRETE REO'D. * (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT Q SECTION B'-I3' SCALE: 3/8 " =1 E.D. (SEE NOTE 9/1) (2)g MAX. THICK HIGH STRENGTH GROUT. : .4 o is POURED CONCRETE/ CONCRETE BLOCK. 5 UBSTRAT ,,,UF,, „a ®® o�� ................ 441 67 ;:ENO. o 415ge(A., � 1 4 FLORA • .4.0• -4•41, Nkrtvi ‘761"B000ieeee E.D. (SEE ' }e” MINIMUM WALL THICKNESS } NOTE 9/1) ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. fb 1 ALUMINUM MULLION SUBSTRATE E.D. (SEE E.D. (SEE NOTE 9/1 . NOTE 9/1) E012 TILTECO IND. ,II ;F STEEL MEMBER SUBSTRATE IILIEC 0 INC. \ TILLJT TESTING & ENGINEERING COMPANY 8365 N.W. 36th. St. SOL 305. t9RGNIA GARDENS. Fl 33188 Pha"a : (305)671 -1930 . Fa* : {366)871 -1531 e -mail: tllteco @aol.com ES -0 006719 WALTER A. TILLIT dr.. P.E. FLORIDA Lic. 44167 risesocir =VIM 410 with the Fieritt. Cede MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 290 WEST 78 ROAD �. 7a HIALEAH, 580 PHONE (33 05) ) 558 -81 61 -3 FAX 305) 558-6665 www.geGE BRAEn6ralimpa pact.t.ca wm GLASS F'e So o,z (MANN S7: — LG./M.C.V. /A.G. 01/10/12 DATE REV. No 0103331311101 OW C7 -30 WrE 6 REV. Na RESCRPIWN WOE 12 -003 DRAWING No 3 SHEET 10 OF 18 MIN. EMBEDMENT SEE NOTE 9/1 POURED CONCRETE OR CONCRETE BLOCK REVD. 0) m W 00 Z 14 2 "x .•.T Wool BUCK (SEE NOTE 8/1) WOOD SUBSTRATE D:L.O, 1 /AIM (SEE N'TE 1 INDICATED BELOW) 4 -0 MAX. 4' -0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) (2) 29 OR STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 9 3/16" MAX, FIXED PANEL WIDTH 30 4'-O" MAX. 1/4" MAX. SHIM SECTION C -C (OXXo) 49 1/4" MAX. OPERABLE PANEL WIDTH D.L.O. (SEE NOTE 1 C) 4" fle INDICATED BELOW) aim! TT _ mon a1 SCALE 3/8 " =1" x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED. CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) (2) )® cn wz 1/4" MAX. SHIM D.L.O. 4' 0" MAX, STEEL MEMBER SUBSTRATE 49 3/16" MAX. FIXED PANEL WIDTH NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 1/4" MAX. SHIM FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D ®D SCALE: 3/8 " =1" °saaes>aoo,,s TIL tat .2. S pmt Of �• ,�` • �''O##ggg egf 1100(s° 4' 0" MAX. ALUMINUM MULLION SUBSTRATE 2012 TILTECO INC. ilL IE C 0 INC. TILLIT TESTING & ENGINEERING COMPANY 835a N.V. 36t8. SR, Ste. 3<1L VIRGINIA CAIoENS, Fl 33166 Pha"e : (365)871 -1530 . Fe" ; (305)871 -1531 e —matt: tilteco @col.com E6- 0006718 WALTER A. T1LLTT Jr., P.E. FLORIDA Lin. 44167 ) gitinlJecT REVIEW sa stgisidylcar with Otte SAM* Cads Aceortsurat ! 2^ C7 1/0 a Date MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I i;W 117 — SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR GENERAL I G so 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.genera9mpact.cam l.G /IdGV. /A.G. 01/10/12 DATE REV. NO 1 11EHCTW11 Mat NE;. Nu as 07-305 01/10/12 3 a 12 -003 DRAWING No SHEET 11 OF 18 of MIN. EMBEDMENT (SEE NOTE 9/t 49 1/4" MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED BELOW) t— POURED CONCRE.1 L OR CONCRETE BLOCK REVD. 1111 rirr,ai frrt �.y�.j w w °o z �� III ifigalloal • Imatesim °MEI N O 30 D.L.O. {2 Z9 OR II AX! SHIM 4 (SEE NOTE 1 INDICATED BELOW) -O" MAX. 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 2 "x P.T. K WOOD BUCK (SEE NOTE 8/1) WOOD. SMERAZ •o z w SIt.LL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 4' -0" MAX. SECTION C -C (OX) SCALE 3/8 ° =1" • 49 1/4" MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED BELOW) °a Q 1 x P.T. WOOD BUCKS (SEE ■OTE 8/1) POURED CONCRETE/ CQ[CRETE BLOCK SUBSTRATE ) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 606.3-T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 0 z / (2) (2) 30 rn °o tilt w 4 SHIM STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 _. & FOR ANCHOR'S SPACING SEE SCHEDULE _ON - SHEET. 7A.— 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. (SEE N'TE 1 INDICATE 4' 0" MAX. 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) BELOW)) 4' -0" MAX. ,ALUMINUM MULLION SUBSTRATE SECTION D ®D SCALE: 3/8 " =1" OX 812012 TILTECO INC. ilLiEC 0 arse.- TIL IT TESTING & ENGINEERING COMPANY 5355 kW. (. S.. Ste. 30 FRGIN.• t GAADE ,19 33155 e —mcil: titteco@ovLcom E8- 0006719 WALTER A. TIUJT Jr., P.E. FLORIDA Lic. 44167 If DUCT MIMED go esqapiyhag with Mu ROM Beildhe Code Aterooptenee )2^ 620 6.10 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR °a'"PI �' t.G.(r+.c.v. /ac. GENERAL IMPA,211; ereo A 7 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6664 www.generciimpact.com 01/10/12 DATE EV. N mama VAN SSV. Ia 12 -003 DRAWING No OW W -305 61/16/12 3 SHEET 12 OF 18 (2) m z 0, z MIN. EMBEDMENT (SEE NOTE 9/1 • -49 3/16" MAX. FIXED PANEL WIDTH D.L.O. (SEE NOTE 1 INDICATED BELOW) POURED CONCRETE OR CONCRETE BLOCK REQ'D. #1, -1,'II IM1111111111111(- .111== ii 11,1.11 3rrrs. i. al O z 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE 1/4" (SEE N'TE 1 INDICATEI BELOW) 4' -O" MAX. AX. SHIM STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 29 OR 30 4' -0" MAX. 49 1/4" MAX, OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C ®C (X0) SCALE: 3 /8" =1" 49 3/16" MAX. FIXED PANEL WIDTH D.L.D. (SEE NOTE 1 INDICATED BELOW) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) EQURED _OONICR l OONO ETE B SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. (2) 0i. tj o z 1/4" MAX. SHIM STEEL MEM8. R SUB I AT D.L.O. (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. 49 1/4" MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 29 OR 30 4' -O" MAX. SECTION D ®D SCALE: 3/8 " =1" • • T I LL.g� ®��� �ts.CLEA1 "!•lam•` III 4'4WfoO9p1FBB r rn coo Liz w v 1/4° I' MAX. SHIM ALUMINUM MULLIOfd SUBSTRATE 0 2012 TILTECO INC. IILIEC 0 1,41e. T1LLIT TESTING ft ENGINEERING COMPANY 8.355 here : . 7 ta. 3C5. , VIRGINIA GARDENS. e —matt: titteco©cci.com EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167 • Uc'ff KM • ersopiying wigs WWI* Code 17 0,286.10 I MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR imps m_ssAmt..Dows 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generclimpact.cam ,z, L,&Atc.Y. /AG. 01/10/12 DATE SEW oATE REV. Ma OAR 12 -003 DRAWING No ow oi-41n 1/10/12 4 SHEET 13 OF 18 m MIN. EMBEDMENT (SEE NOTE 9/1) D.LO. (SEE NOTE 1 INDICATED BELOW) POURED CONCRETE OR CONCRETE BLOCK REO O rn z W v (2) 2 "x .T. WOOD BUCK (SEE NOTE 8/1) WOOD. SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET _4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 1/4" AX. SHIM STEEL MEMBER BY OTHERS SHALL CONFORM TO A,S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. D.L.O. (SEE N.TE 1 INDICATE BELOW) 4' -0: MAX. 4' -0" MAX. 49 1/4 MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 29 OR I SECTION C -C (xx). SCALE: 3/8 " =1" D.L.O, (SEE NOTE 1 INDICATED BELOW) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/, CONCRETE BLOCK SUBSTRATE ) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6053 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) O z tr.I w (2)® STEEL MEMBER SUBSTRATE D.L.O (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. 49 1/4" MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 29OR30 - 4' -0" MAX. SECTION D -D (XX) SCALE: 3/8"=l" #01B1040A0040, P. TILL /� °dam C77 41 tn N 1/4 -1 MAX. SHIM ALUMINUM MULLION SUBSTRATE d ■ 02012 TILTECO nic. / IL EC-OIN TItUT TESTING & ENGINEERING COMPANY 8355 N.V@. 3810. St., Ste. 305. VELLUM GARDENS. R 33188 Rome : (5)871 -1530 , Fax : (305)871-1535 e -mall: tiRecoGool.com EB- 0006719 WALTER A. TILLIT Jr.. F.E. FLORIDA Lie. 44167 raitietiCif SWIM Issitt the Roth Cede Asetwatesse Pbe 12- c'?i)6•) MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MIMI ww ``- INNS GENERAL Mvirnatrsoows 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generalmpoct.com 01/10/12 DATE 12 -003 DRAWING No SHEET 14 OF 18 dO W9 (2) POURED CONCRttt OR CONCRETE BLOCK REQ'D. m 0 z w w to In 29 OR 30 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) 01.0. (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. 4' 0" MAX. 1/4" MAX. SHIM FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) WOOD SUBSTRATE. (2) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE INIMUM WALL THICKNESS. SECTION C -C (OXX) 49 3/16" MAX. FIXED PANEL WIDTH Ali IT SCALE: 3/8 " =1 " GO 1/4" MAX. SHIM 4' 0" MAX. 'u =NE fiwi 49 1/4" MAX. OPERABLE PANEL WIDTH 1x P.T, W000 BUCKS (SEE NOTE 8/1) POURED CCNCRETEI CONCRETE BLOCK SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) ( 0 )O ©`' E.O. � . E O. (2) 29 OR 30 4' 0" MAX. STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.D. SEE SCHEDULE ON -SHEET 4 — & FOR ANCHOR'S SPACING SEE SCHEDULE -ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D -D (OXX) SCALE: 3/8 " =1" D.L.0 (SEE NOTE 1 INDICATED BELOW) 4' 0° MAX. 0 1/4" MAX. SHI 49 1/4” MAX. OPERABLE PANEL WIDTH ALUMINUM MULLION SUBSTRATE 1ges9FB®9eeedp „,0 ,,06 P• TILL T ' ®� e .. 'l,4 �' +Ct� ��;�..>.� 15 -rA'- ! • —a Cc i ViD Seal a6MA SS►nNA\- tID 1012 TILTECO INC. : ilLiE C-0 @MCA YILLIT TESr1NQ & ENc1NEENINC COMPANY 6355 N.R. 36th. St„ Ste. 305. VIRG P6A GARDENS. Fl 33166 Phone : 0a5)871 —t53a . Fax : (305)871 -1531 e -maiI: tIItecoGiaoLcom EB- 0006719 WALTER A. TILUT Jr., R.E. FLORIDA Lic. 44167 ea esippVisz wigs Oa RDA*. bra IZ- azab•ld aid 6116smi Dade PrArrs Cott MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR LG,/M.cv jaa, GENERAL IMPACT GLASS & W W DOM/5 MG? C%arSofiddow 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.gertero8mpact.eom 01/10/12 DATE REV. N0 OgISOPTICS 601. No 12 -003 DRAWING No CIO e7 -20.9 61/10/1 2 4 SHEET 15 OF 18 (SEE EMBEDMENT 11) 49 1/4" MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED BELOW) (2) rn 24x P.T. WOOD BUCK K (SEE NOTE 8/1) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 49 3/16" MAX. FIXED PANEL WIDTH 4' -0" MAX. 44' -0" MAX. 1/4" MAX, SHIM FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) EXTERIOR SECTION C—C (0X0). SCALE: 3/8 " =1" 49 1/4" MAX. OPERABLE PANEL WIDTH (SEE NOTE 1 INDICATED BELOW) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE / CONCRETE BLOCK SUBSTRATE ) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) (2)® 4' -O" MAX. 1/4" MAX. SHIM FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER SUBSTRATE 49 3/16" MAX. FIXED PANEL WIDTH NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. SECTION D— D (0X0) .o,oa0�s`p;eTIL7 /7,..;... .‹)./.' SVCPC° /4444 '4.4 FLORO .. 7' %'''6`0 SCALE: 3/8 " =1" 0eaeae o id 0 W ALUMINUM MULLION SUBSTRATE 02012 TILTECO INC. ilLiEC 010Se.N TIWT TESTING dt ENGINEERING COMPANY 6395 N.W. 38th. St, Ste. 308, VIRGINIA GARDENS, Fl 33185 Pher:e : (305571 -1530 , Fe0 : (305)871 -1531 e -mail: tilteco(9ooLcom EIS- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Lie. 44167 ggianagir EMUS , - a2ekla MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR BRAWN BY: LG.IM.C.V./At?. - MI MI Elm c=8 `8.? p noows 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.gerterolimpact.com 01/10/12 DATE 6E1. 50 661E MV. 110 oESCaPtltat *216 12 -003 DRAWING No 610 67-305 01/80 /12 SHEET 16 OF 18 (2) MIN. EMBEDMENT (SEE NOTE s /1) DLO. --"-SEE NOTE 1 INDICATED BELOW) POURED CONCRETE OR CONCRETE BLOCK REVD. w w al el MICf; 2 "x P.T. WOOD BUCK (SEE NOTE 13/1) WOOD SUBSTRATE D.LO. 1 /SHIM (SEE N+TE 1 INDICATED BELOW) 4 0' MAX. STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. OR 9 1/4" MAX. OPERABLE PANEL WIDTH z (2) tri a, °•o wz L D.L.O. (SEE NOTE 1 INDICATED BELOW) orz rhomwromil tuul • Vii, 4' 0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 3Q 4' -0" MAX. 4-' 0" MAX. 1/4" MAX. SHIM SECTION C—C (XXXX) SCALE: 3/8 " =1" • — — ,—. ,,_11111111 E.Q. E.Q. • 1 " S /HIM (SEE NOTE 1 INDICATED BELOW) 4' -0 MAX. 0 L 6) Div • 0 maw 1-4E1i1UNMIM 11, e... s All 4' 0" MAX. 19 1/4" MAX. OPERABLE PANEL WIDTH STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. "lerjal (2) CI OR 3O 4' 0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) • co NNE 0 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED. CONCRETE', CONCRETE BLOCK SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) IESSION E.Q. E.Q. 4' 0" MAX. SECTION D —D (XXXX). 11'g °e� °B�AOZ foto G po. TiL�/ '1- ,3 9�g�MSET�A SCALE: 3/8 " =1" © '.•, AeSSONAk ®Ba•>saar8'e° 09 2012 TILTECO INC. 1n z I� 1/4°7 MAX. SHIM ALUMINUM MULLION, SUBSTRATE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR L D�°"� 8 G./Id.CY./A.G. / IL EC..0 TILLIT TESTING & ENGINEERING COMPANY 6355 N.4P. 36th. SL, Ste. ads, VIRGINIA GARDENS. Ft 331136 Phone : (309)871 -1830 . Fox : (305)871 -1931 e— rnal1: tilteeo ®cai.carn EB- 0006719 WALTER A. TILT Jr., P.E. FLORIDA Uc. 44167 (2) OINMUCT WIMP Cede Aeardiatme Pie /Z-020.00 ewe 12-1%N1 Mani Dade Product Cueing MIAMI DADE COUNTY GENE 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generolimpact.aam 01/10/12 DATE M. NO NEV. ea 12 -003 DRAWING Nc et0 07 -333 01/te/12 3 SHEET 17 OF 18 (2) #10 x 1" F.H. S.D.S. coat. SILICONE CONT. SILICONE (2) #10 x 1" F.H. S.D.S. CORNER CON ECTION AT FRAME HEAD AND SILL SCALE 1/4" = 1" (2) #10 x 1 1/4" P.H. S.D.S CONT. SIUCONE (2) #10 x 1 1/4" P.H. S.0.5 CONT. SILICONE P.H. S.D.S CORNER CONNECTION STILE kT TOP AND BOTTOM RAIL (NON OPERABLE PANEL), SCALE 1/4" = 1" (2) #10 x 1 1/4" P.H. S.D.S CONT. SIUCONE (2) #10 x 1 1/4" P.H. S.D.S CONT. SIUCONE (2) #10 x 1 1/4" P.H. S.0.5 ti -o: Lttr a pORNER..CONNECTION . STILE AT TOP AND BOTTOM RAIL, (OPERABLE PANEL). SCALE 1/4" = 1" 152012 TILTECO INC. iirv.T\ a MLR TESTING & ENGINEERING COMPANY J"f" i 44 e 6399 N.W. 36th. St, Ste. 309, VIRGINIA GARDENS. A 33186 v - • r�.. �(/ �q Phan" : (JOS}E71 -1930 Fos : (305)871 -1931 150; °° PC 0 R�� ` .... °� - %% ee —mail: �I00067191.com � � ^ "� U IV p D WALTER D Lic, 41 P . E . m I FLORIDA Lic. 44167 Dtdditel Cede Aeeeptaese 020 I 1y— 6. 0 Date C.11 1� Weed ,:,de Pedant C MIAMI DAOE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR L.c ".n ./M.cv /A,G. MI MI ON IN IIN MI ME Ail - {,_ cr WIN GENERAL 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generafmpact.ccm 1101. N0 csaaemnoN FM Bo 01/10/12 DATE 12 -003 DRAWING No a1a m—mo 61/10/12 4 SHEET 18 OF 18 FRAME HEIGHT 4 1/2" MAX. HEAD /SILL CORNERS 39 3/8" MAX. FRAME WIDTH /I II I II I II Ii I/ / u It 1'1 \ \n \ii SURFACE APPUED FALSE MUNTINS MAY BE USED SERIES RD45. ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ACTIVE a 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (X) g - a N 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8" MAX. FRAME WIDTH 2 1/2" 2 1/2" 2 1/2" SURFACE APPUED FALSE MUNTINS MAY BE USED 25 11/16" D.L. OPG. 25 11/16" O.L. OPG. MAXIMUM DESIGN LOAD RATING = + 80.0. PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF AS ALLOWED BY•FBC DOOR OPNG. WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC - 219 Engr. ARSHAD V Q R Cwt FLA. PE 1 38863 C.A.N. 3538 MAY 0 6 2009 PT NEWED nith the Fluids Cee O• - o i /•• Y��� oc�dCotttrd m a J CC 0 0 O w U Z W 2 J a sr fx w CC LO FAX. (305) 592 -2184 c 0 tn 0 w a uI z z z 2 8 °v m W Ix GENERAL REVISION REV. PER BCCO COMMENTS a 0 W 0 5 m a aa 0 a Sri 0 0 0 0 8 0 0 0 c a in 0 0 • • in A 0 U drawing no. W04 -37 sheet 1 of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -WI INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A, GLASS TYPE 'H' EXf.( +) /INT.( -) EXT.(+) /INT.( -) / Iu I / I1 . I I, 11/. 'If/ I t 1 \ I 1 I \ \ 24 80.0 80.0 63- 3/8 30 3/4" 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 81 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 85 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 91 -5 /8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 97 -5 /8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 WI FRAME WIDTH O Z= • 39 3/8" MAX. FRAME WIDTH 33 3/8" D.L. OPG. 12" MAX. _ HEAD /SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED LEAF WIDTH (O /X) W1 (SINGLE DOORFRAME WIDTH) = it + 1 -5/8" 2 4" MAX HEAD /SILL CORNERS N N 75 3/8" MAX. 4" MAX. HEAD /S1LL CORNERS 1 a 2 0 U 11 11 1 ,, 7/ yr li II II II -IT 11 II I I 11 N m N r rn 11 II I I I I SURFACE APPUED FALSE MUNTINS MAY BE USED 25 11/16" D.L. OPG. 25 11/16" D.L. OPG. DOOR OPNG. WIDTH Engr: ARSHAD VIQAR CIML FL A. PE 1 38863 C.A.:,I. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Building Acceptance o• - •630.0 z m 40 2 J Lai tY W N (305) 592 -2184 C 0 a U 0 F., REV. PER BCCO COMMENTS ENGR. NAME REV. .0 D 0 1 0 8 O 0 �c a m 0 0 e 0 0 a x drawing no. W04 -37 sheet 2 of 10) / II II III / IV )I / / / Iu I / I1 . I I, 11/. 'If/ I t 1 \ I 1 I \ \ ACTIVE B 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (O /X) W1 (SINGLE DOORFRAME WIDTH) = it + 1 -5/8" 2 4" MAX HEAD /SILL CORNERS N N 75 3/8" MAX. 4" MAX. HEAD /S1LL CORNERS 1 a 2 0 U 11 11 1 ,, 7/ yr li II II II -IT 11 II I I 11 N m N r rn 11 II I I I I SURFACE APPUED FALSE MUNTINS MAY BE USED 25 11/16" D.L. OPG. 25 11/16" D.L. OPG. DOOR OPNG. WIDTH Engr: ARSHAD VIQAR CIML FL A. PE 1 38863 C.A.:,I. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Building Acceptance o• - •630.0 z m 40 2 J Lai tY W N (305) 592 -2184 C 0 a U 0 F., REV. PER BCCO COMMENTS ENGR. NAME REV. .0 D 0 1 0 8 O 0 �c a m 0 0 e 0 0 a x drawing no. W04 -37 sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELITE .WIDTH FRAME HEIGHT 'A' & 'B' INCHES INCHES EXT.( +) /INT.( -) 36 -1/4 80.0 38 -5/8 80.0 81 -5/8 80.0 41 -1/4 43 -1/4 80.0 36-1/4 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36-1/4 80.0 91-5/8 80.0 38 -5/8 36 -1/4 97 -5/8 80.0 2 1/4° MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT FRAME HEIGHT gtO m 01 2 1/2° 2 1/2° a. 0 J 11 II II II 1 1 1 11 11 11 II SURFACE APPLIED FALSE MUNTINS MAY BE USED D.L. OPG. x CNI (0) NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. m SIDELITE WIDTH MAX. 75 3/8° MAX. SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/4° MAX. HEAD /SILL CORNERS 2 1/2" 2 1/2° L ILL a. 0 J 0 ---- 11 - - - -- 11 11 /;•t' 1 D.L. OPG. 11 </ \ FRAME WIDTH \ I I INACTIVE ACTIVE / 25 11/16" O.L. OPG. 25 11/16" O.L. OPG. 72" MAX. DOOR OPNG. WIDTH (OX X0) SEE CHART AT LEFT D.L. OPG. 11 Engr. ARSHAO VIQAR CIVIL FLA. PE 1 38863 CAN. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Blading Code Acoat(mce No 0 Fenn Date By Miaort D Aston 2 N m z 13: 0 0 g tr 0 O in o a. ▪ 0 Q W3LL um 10 2 ., 4LT, FAX. (308) 262 -6978 0 0 C COMP- ANL \W04 -37RC.) FAX. (305) 592 -2184 "•• • Product Costroi .O 20 in c O y c O a 0 OI v a N W 0 U 0 a z 0 W ENGR. NAME REV. .0 4) o O � 4 0 0 0 0 O 0 0 0 m 0 0 0 0 0 s11 1 a c u drawing no. W04 -37 (sheet 3 of 10 LOCK OPTIONS SINGLE DOORS: OPTION 11; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION #2• 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS: OPTION #1; ACTIVE LEAF; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION IR2: ACTIVE LEAF; 3 POINT LOCK SYSTEM BY `HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY `HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM 1/16" MIN. TYP. 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 0 W 0 W GLASS TYPE 'A' 0 W 5/32" TEMP. GLASS 1 /4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 / GLAZING DETAIL AT DOOR LEAF GLASS TYPE 'B' GLAZING OPTIONS Engr. ARSHAD VICAR C4YIL FLA. PE # 38863 C.A.N. 3538 MAY 0 6 2009 GLAZING DETAIL AT SIDELITE PRODUCT' RENEWED as of mplyinB with the Florida Bay?iiin Cod AftaaaeNo0 zpitatien Dale By Product Control Division Z G " O w 1K3. iii E a a N. G? eI co _'2.1, 0 o C << • N O Lo- le 2 el f5 CI) tr Wti� COMP- ANL \W04 -37RC c 0 N N M M FAX. (305) 592 -2184 N An ILJrn O GENERAL REVISION PER BCCO COMMENTS ENGR. NAME REV. 1 .0 a 0 W m 0 0 a c • r- D O rn 0 0 0 a Q 0 U O • v` , c drawing no. W04 -37 sheet 4 of 10 METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 'TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING \ 1 I 1BY WOOD BUCK 28Y WO BUCK OR D STRUCTURE 0 `A111 Iii IMlll 2 N a us TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER HEM TO HEBUILDIN STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING nn rl u'MnK -C'ON II (Fu =163 KSI, Fy =157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2" MIN. WOOD PENETRATION 1-1 THRU / 4" WOOD INTO MASONRY MASONRY MASONRY 1 OR CONC. -1 DIRECTLY INTO MASONRY OR CONCRETE t -1 /2" MIN. EMBED INTO CONCRETE 1/2" MIN. THROW BOLT PENETRATION 1 4" INTO METAL STRUCTURES STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N (GRADE 5 CRS) Z201.-020E-2-51811a INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1" MIN. M INTO METAL STRUCTURE / ° CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. ODUCT RENEWED as complying with the Florida Buildits Codc No i 2 th TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM INACTIVE (x) LOCKS SEE SHEET 4 FOR DESCRIPTION LOCKS SEE SHEET 4 FOR DESCRIPTION D.L. OPG. LEAF WIDTH O.L. OPG. LEAF WIDTH ACTIVE EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE FRAME WIDTH 1/4° MAX. ( X X ) Engr: ARSHAO VICAR CIVIL FLA PE B 33863 C.A.N. 3538 MAY 0 6 2009 SHIM PRODUCT RENEWED ffi�� complying ing with the Florida Snarling Cede Aceeptmm No EspitationDate BY Miami D Product Control 9,Zc� COMP- ANL \W04 -37RC 0 0 O W N c 0 v FAX. (305) 592 -2184 c a a 0 N 0 'v Z O En- ; t 0 PER BCCO COMMENTS ENGR. NAME REV. m 0 a 0 0 0 •o- 0 0 o 0 0 n 0 0 a 0 c m v c i; cn 0 0 O .0 O ) drawing no. W04-37 sheet 6 of 10 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 e • . (0 /x) (0 /xx) #14 X 1" SELF DRILLING SCREWS AT 4° FROM ENDS AND 12° O.C. MAX. s • a a 4 • 4 • P 4 1/2- MAX. GAP TRANSOM WIDTH EXTERIOR Engr. ARSHAD VIDAR C M. FLA. PE ! 38863 C.A.N. 3538 MAY 0 6 2009 EtODUCT RENEWED r complying with the Florida ts�.Yli ejj Code /�� ccoptence No !y —0630 #Air£1i413 Date x 1. 3, rai D, t Product Control .vision Z h � I! ; W � Qs cv o O w IZ 0 c Q'�;� 8 a ct O amt" tn O L.Zy -0 J CI 01 a j Q COMP- ANL \WO 0 n w w U Z N Z> = N D N z in , • 4ZIL`'. • 0o < 4 it N 2 FAX. (305) 592 -2184 • C 0 w v z w 2 0 0 m 14 a O to PER 8CCO COMMENTS C _5 > O Y 0 0 0 Ht 0 O 0 cn q a 0 0 •-• 0 a0 m 0 0 P 0 • drawing no. W04 -37 sheet 7 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING so TYPICAL ANCHORS SEE ELEV. FOR SPACING 4J s 4 e EXTERIOR D.L. OPG. LEAF WIDTH 1/2" MAK. DOOR FRAME WIDTH (DOOR W/ SIDEUTE) Engr: ARSHAD VIQAR CIVIL FLA. PE # 38363 C.A.K. 3538 z N V a 49 TYPICAL ANCHORS SEE ELEV. FOR. SPACING MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida R� Code 063(:).0 E n Date BY ti r Product Control Diy:sinn SIDELITE HEAD /SILL TRANSOM JAMB Ix = 2.610 IN \4 Sx = 1.363 IN \3 E1 DOOR HEAD F-- 1.875 SIDELITE JAMB TRANSOM HEAD /SILL .115 4.000 r- 1.812--1 1.470 2.115 2.187 ____J .156 L1.687 Ix = 2.262 tN \4 E3 FRAME JAMB Sx = 1.024 IN \3 1.750 L 156 4.125 r---- 4.209 .100 HINGE STILE E6 INACTIVE LOCK STILE SNAP COVER 4.000 .100 -� t. -.562 E4 TOP RAIL 3.125 .0 ACTIVE LEAF LOCK STILE .184 h- LI 1.246 .875 GLAZING BEAD E8 (LAM. INSUL. GLASS) 1.875 .875 1.375 .070 3.750 FRAME SILL ANCHOR CUP 1 t --.562 .100 7.750 I� -1.750 ES BOTTOM RAIL. .552 1.246 .875 GLAZING BEAD E9 (LAM. GLASS) r1.870 .860 12162 1.995 -"- INTERIOR SNAP COVER .500 j�- .062- 1.844 .625 --=I L- VERT. JAMB STOP ITEM III NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS E1 R045 -023 1 FRAME HEAD 6005 -T5 - E2 RD45 -024 1 FRAME SILL 6063 -T6 - E3 RD45 -022 2 FRAME JAMB 6063 -T6 - E4 R045 -004 1 /LEAF TOP RAIL 6063 -T6 - E5 RD45 -021 1/ LEAF BOTTOM RAIL 6063 -T6 - E6 R045 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 - E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 - E8 RD45 -010 AS REOD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E 10 RD45 -017A AS REQD. LOCK STILE ACTIVE LEAF 6005 -T5 - E 1 1 RD45 -014 AS REQD. SIDELITE HEAD /SILL. TRANSOM JAMB 6005 -T5 - E12 RD45 -015 AS REQD. JAMB AT SIDE UTE, HEAD /SILL AT TRANSOM 6063 -T6 - E13 RD45 -016 AS REOD. SNAP COVER - _ E19 RD45 -029 AS REQD. INTERIOR SNAP COVER - - E20 8045 -030 AS REQD. ANCHOR CLIP, 8" LONG 6063 -T6 - M1 RD45 -MO1 4/ LEAF HINGE ASSEMBLY 6005 -T5 - M3 RD45 -M03 AS REQD. FLUSH BOLT AT 3 POINT LOCK - _ M 14 W31384NK AS REQD. WEATHERSTRIPPING - _ M20 - 3/16" x 1/2" x 4" SETTING BLOCK. - 6" FROM EACH END M21 - 1/2" x 3/4" x 4" SETTING BLOCK. - 6" FROM EACH ENO & MIDSPAN M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 - M25 W31421NK AS REQD. - - WEARHLKsi IPPING V1 03757270 DOOR W'STRIPPING FOAM Q -LON V2 V -059 OFFSET BULB VINYL WSTP. PVC V4 V -009 BULB W'STRIPPING PVC WIBORG, WV -3289 V5 V -065 PEROXIDE THREAD -IN FINGER - TREMCO S2 AS REDD. 03/8 " -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER S3 4/ HINGE #12 - 24 X 3/4" LG. PHIL. F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 56 AS REOD. #12 X 1 -1/4" LG. PHIL. SMS. ST /ST ASSEMBLY FASTENERS SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION Engr::.RSHAO VIQAR CIVIL FLA. PE # 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida Building Code Acceptance No©'" - 0630.0 Expiration Date : i% - ►: - By MMisersE Product. D:v�9lnn m ca O Z W 42 re 10 0 e CC 0 et 0 to d Fi O ,� re W 3 111 IL - o •5a <.� COMP— ANL \W04 -37RCi U Z W_ Z> _ ,Q 2 04 4 N N N z 0 5 qo< .Q N 1- FAX. (305) 592 -2184 c 0 0. N 0 r x 0 GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV, .0 c M .S i o O 0 O �nn i7 0 a O O m 0 0 date: 05 -09 -04 e M a drawing no. W04 -37 (sheet 9 of 10) 4*,.t. % co $ .liv : A __5\),-/' Ilk , . '2 \ -0 \ o z \-7/WV 1 Allillrak 111111111111.11 \ 1 imi m ill ty \ , \ \ % 9 \ % p , \ % 9 % ; ) N, 0 of u \\ r • \` k in I� • W -0 \*-1\ ANNEMMIL o . Z m MI% \ , A11.1111.1111111011131. \ 1% Z: -- - ----- I; v- Vii: 0 • 4111W. ‘ ... . Ilk . Csa rill ll g n o c po Alliall ' All11.11111111,p 7r } =BBBF •D N 41 : '*!,'‘,tgli 4R i • C7 CI N 0'4 ♦ ::-. 4... 11/ • ,c fl dale: 05-09 -04 -- (revisions: ��(SERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) AL- FAROOQ CORPORATION r ~ IQ , o no dote by description ENGINEERS & PRODUCT DEVELOPMENT I f • !. (scale: 3�8 .. 1• A 07.09.04 NO CHANGE THIS SHEET _ R.C. ALUMINUM INDUSTRIES INC. 1.235 S.W. 87 AVE O. 9 05.14.08 GENERAL REVISION I / l 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174 CI I dr. by: HAMID , D 07.09.09 1 D 05.05.09 NO CHANGE THIS SHEET ENGR. NAME REV. MIAMI, FL. 33122 TEL (3(15) 2648100 FAX. (305) 282 -6978 L '/ W 0 O ",,I o chk. by TEL. (305) 592 -1515 FAX. (305) 592 -2184 ,,( COMP- ANL \W04 -37RC) J.. DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER LEAF TOP CORNER drawing no. W04 -37 /14a/