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CC-11-2060Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 201959 Permit Number: CC -11 -11 -2060 Scheduled Inspection Date: June 19, 2014 Inspector: Rodriguez, Jorge Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision TCO EXTENDED 3/19/13 APPROVED BY NB Infractio Passed Comments INSPECTOR COMMENTS False TEMP CO APPROVED FROM LAST INS DAYS ONLY Passed PECTION 90 Inspector Comments CREATED AS REINSPECTION FOR INSP- 199146. CREATED AS REINSPECTION FOR INSP- 199145. T.C.O. EXTENSION FOR 30 DAY, PENDING WATER MAIN CONNECTION. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. 10 -24 -13 30 day extension as requested by property owner. 06/19/2014 - CALL VICKY FOR ACCESS 305 - 785 -8990 June 18, 2014 For Inspections please call: (305)762 -4949 Page 4 of 39 Fire Permit Inspection Page 1 of 1 Service Center I County Agencies I County Hall Otte Search Home I Emergency Response I Services I Safety Info I Newsroom I Inside MDFR I Contact Us I Inspection History Permit Number: 2012045492 Request Date Inspection Date Select 5/0212013 5/02/2013 Select 4/30/2013 00000000 Select 4/29/2013 4/30/2013 Select 3/18/2013 3/19/2013 Select 12/18/2012 12/18/2012 Selected Details Inspector Name: Inspection Type: Disposition: Clerk Name: Request Date: Inspection Date: Result Date: Inspection Time: inspection Comments: Inspection Type FIRE FINAL FIRE FINAL FIRE FINAL FIRE FINAL FIRE TCO INSPECTION 12 MC. COOK, MICHELLE FIRE FINAL 001 APPROVED MC. COOK, MICHELLE 5/02/2013 5/02/2013 5/02/2013 Print Comments 5/2/13 MMW DR. KEISCH CO 1. FINAL FIRE CO APPROVED. 2. GENERATOR APPROVED. FIRE ALARM APPROVED. ALL OTHER LIFE SAFETY ITEMS CHECKED OK. Reset I Inspector Name MC. COOK, MICHELLE NOT INSPECTED YET MC. COOK, MICHELLE CURTIS WOLFF MC. COOK, MICHELLE Important Information Inspection History page. Home I Privacy Statement I Disclaimer I Using Our Site I About Us I Phone Directory I Contact Us © 2007 Miami -Dade County. All rights reserved. http:// www .miamidade.govBNZ2BNZM1409.aspx ?PermitNumber= 2012045492 6/19/2014 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 214202 Permit Number: CC -11 -11 -2060 Inspection Date: June 16, 2014 Inspector: Naranjo, Ismael Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Deaartment Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision TCO EXTENDED 3/19/13 APPROVED BY NB infractio Passed Comments INSPECTOR COMMENTS False TEMP CO APPROVED FRO NSPEI a cyOComments 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 June 16, 2014 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FED EMERGENCY MANAGEMENT AGENCY Natio�Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expiration Date: July 31, 2015 a SECTION A - PROPERTY INFORMATION Al. Building Owner's Name A2. Building Street Address (including Apt:, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9165 PARK DRIVE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) S1/2 LOT 24, 25, 26 & N1/2 LOT 27, BLOCK 59, MIAMI SHORES, SEC 2, PB 10-37 FOLIO#11- 3206-014 -1350 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25.8594109° Long. - 80.1856554° A6. Attach at least 2 photographs. of the building if the Certificate is being. used A7. Building Diagram Number 1B A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) j� . sq ft b) Number of permanent flood openings in the crawispace or enclosure(s) within 1.0 foot above adjacent grade Q. c) Total net area of flood openings in A8.b Q sq in d) Engineered flood openings? ❑ Yes _A No NON - 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 M sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade Q c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes C No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number 12086C0306L B5. Suffbi L B6: FIRM Index Date 09 -11 -09 B7. FIRM Panel Effective/Revised Date 09 -11 -09 . B8. Flood Zone(s) X .. B9. Base Flood Elevation(s) (Zone AO, use base flood depth) OUTSIDE 02 %FLD 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. ❑ FIS Profile CI FIRM ❑ Community Determined ❑ Sher /Source:• BI 1. 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)? Designation Date: NA ❑ CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑. Building Under Construction* C Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-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: N -603 -R Vertical Datum: NGVD -29 Indicate elevation datum used for the elevations in items a) through h) below. ... Datum used for building:_ elevations must be the same as that used for the BFE. a) Top of bottom floor (including 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 WI_ Check the measurement used. feet CI feet ❑ feet feet ❑ feet 0 feet feet ❑ feet ❑ meters p 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. I 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 ® Check here if attachments. licensed land surveyor? ► 4 Yes ❑ No Certifier's Name ALBERT TOUSSAINT License Number 907 . Title PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. Address 620 N.E. 126* STREET City NORTH MIAMI State FL _ ZIP Code 33161 Date ' a 10-14 Telephone 305 -891 -7340 / r ALBERT R. TOUSSAINT RLS 907 June 10,2014 ORDER # 14920 FEMA Form 0864-33 (7/12) See reverse side for continuation. Replaces all previous editions: ELEVATION CERTIFICATE, page 2 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. 9165 PARK DRIVE FOR INSURANCE ■ COMPANY USE, ',; Policy Number:. City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Nur ber.. " 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 CENTER LiNE, PARK DRIVE EL =10.12 GARAGE FLOOR INTERIOR EL =11.73 GARAGE FLOOR EXTERIOR EL =10.91 UTILITY R •, • M EAST ALL EL =11.71 Signature 4 FPL ELECTRIC TRANSFORMER, CONC. PAD, EL =11.45 ELEC.GENERATOR ON M.RACK ONROOF, EL =26.69 AiR CONDITIONER ON ROOF EL =25.69 AiR CONDITIONER ON ROOF EL =25.09 AIR CONDITIONER ON ROOF EL =25.59 Date 06 -10-14 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 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. 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 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 0 feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or 0 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 0 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 n Gh ck here 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. 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. 03. ❑ The following information (Items 04 -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 08. Elevation of as -built lowest floor (including basement) of the building: . G9. BFE or (in Zone AO) depth of flooding at the building site: 010. Community's design flood elevation: ❑ feet ❑ feet ❑ feet _< meters ❑ meters meters Datum Datum Datum Local Official's Name Community Name Signature Comments The Telephone. Date n Check here if attachments. FEMA Form 086 -0-33 (7112) 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. 9165 PARK DRIVE Policy Number: City MIAMI SHORES State FL ZIP Code 33138 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. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 183322 Permit Number: CC -11 -11 -2060 Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7 -6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments 1///4 t4 , c_-- / L / 4;4_ n - 1 / Failed X4(J : Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Pro ram ELEIVATION CERTIFICATE IMPORTANT: Follow the instructions on pages 1 -9. OMB No. 1660 -0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P0. Route and Box No. 9165 PARK DRIVE City MIAMI SHORES State FLORIDA FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number: ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) S1/2 LOT 24, 25, 26 & N1 /2 LOT 27, BLOCK 59, MIAMI SHORES, SEC 2, PB 10 -37 FOLIO #11 - 3206 - 014 -1350 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) NON RESIDENTIAL A5. Latitude /Longitude: Lat. N 25 °51'33.88" Long. W 80 °11'8.05" Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) No. of permanent flood openings in the crawlspace or 0 enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes ® No N/A A9. For a building with an attached garage: ►ti a) Square footage of attached garage 866 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 ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 62. County Name MIAMI -DADE B3. State FLORIDA B4. Map /Panel Number 12086C0306L B5. Suffix L B6. FIRM Index Date 09 -11 -09 B7. FIRM Panel Effective/ Revised Date 09 -11 -09 B8. Rood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) AREA OUTSIDE 1 %CHANCE FLOOD 610. 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' / / ❑ 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 A1-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: N -603 -R Vertical Datum' NGVD -29 Indicate elevation datum used for the elevations in items a) through h) below. ►1 NGVD 1929 Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including 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 11 77 N/A N/A 11 73 SECTION D ❑ NAVD 1988 ❑ Other /Source: Check the measurement used. ® feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters ® feet ❑ meters ❑ feet ❑ meters 10 7 10 9 N/A IX1 feet ® feet ❑ feet ❑ 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. I 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. j Check here if comments are provided on back of form. ® Check here if attachments. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes El No Certifier's Name ALBERT R TOUSSAINT License Number 907 Title PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. Address 620 NE 126 STREET Signature City NORTH MIAMI Date 12 -12 -12 State ZIP Code FL 33161 Telephone 305 -891 -7340 I,c PLACE SEAL HERE ALBERT R. TOUSSAINT RLS 907 #14819 FEMA Form 086 -0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 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. 9165 PARK DRIVE City State MIAMI SHORES FL FOR INSURANCE COMPANY USE Policy Number: ZIP Code 33138 Company NAIL 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 CENTER LINE, PARK DRIVE EL =10.12 GARAGE FLOOR INTERIOR EL =11.73 GARAGE FLOOR EXTERIOR EL =10.91 UTILITY ROOM EAST WALL EL =11.71 FPL ELECTRIC TRANSFORMER, CONC. PAD, EL =11.45 Signature Q„�/Q/ /" e��d, __: Date 12 -12 -12 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 or Owner's Authorized Representative's Name Address Signature Comments City State ZIP Code Date Telephone ❑ 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 —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 Datum G9. BFE or On Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10.Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ 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. 9165 PARK DRIVE Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs be ow 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. ZONING HEARING rmu fE Mon. V$LIKE E*U 1,.,■ E.E. f MEW Matt StlOEEAVELEM, it BATEA,, TIME�:90p, M FRONT VIEW REAR VIEW FEMA Form 086 -0-33 (7/12) Replaces all previous editions. MARK A. CAMPBELL ARCHITECT 373 N.r. 92N13 SKEET C M1M/1 SKIRLS. 13A. 3313S 754 -2318 p F 75S -7666 Date: April 12, 2013 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 AR 4 FL. uc � ooao� Re: Permit # CC11 -2060 Doctor Keisch Office Renovation 9165 Park Drive Miami Shores, Florida 33138 Folio # 11- 3206 - 014 -1350 Attn: Building Department, JUL e� BY : ___ CCAI I, Mark A. Campbell, having performed and approved the required inspections at the office renovation. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced office renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1, of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Shohave any questions or need any additional information please do not hesitate --to-Contact e. Sincer Mark A. Campbell, Architect State of Florida: #0011074 9165 C.O. letter 4 -12 -13 Permit Number: CC -11 -11 -2060 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 - 166370 Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Deaartment Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Passed Inspector Comments 6) The `ice / ee z1e4"e41R- d:i 4`( S-..4,..,„,,.6-1,4 ( & ,,e t� `51 c/ yj (lat..) U Failed iokt cr,2. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 tr CConstantino Ken �l Builders, Inc. State Certified Builder 221 W. Hibiscus Blvd. # 128 Melbourne, Florida 32901 Office 321 - 725 -2837 Fax # 321 - 725 -1352 Florida State License # CBCA19897 July 14, 2013 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami shores, FL 33138 Re: Permit # CC11 -2060 Dr. Keisch Office Renovation 9165 Park Drive Miami Shores, FL 33138 Attn: Building Department JUL 2 6 Ciii3 CC„1. I� L' ` ° I Ken Constantino having constructed the office renovation attest that the roof insulation meets an R -20 value and the wall insulation meets an R -7 value set forth in the energy calculations. Si e onstantino, President State Certification CBCA19897 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 )nspection Number: INSP- 183323 Permit Number: CC -11 -11 -2060 Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision lnfractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments („ i Lt/4, 4-6(21 1•8,-t °c.e- la,41, A p.Autibto.e- Failed *6 MI Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Nov. H. 2 0 1 2 . 1: 27Priii —••• 851 P. 1.. • .:; . . • • Yekir.herne ar Dr a k • lies * been • • inanlaced wih CercainTeed Fiber Giese insulation, which is designed • • for.i4tay*.safery standards and unnonnw. 4s energy requiem:m/1m . . Fiirergias;:k#orgawiesofd *rifts e permaserxiy. assoShtestible, .4 it thseliie t have to - ktreased fire-rotordant thexicals that will lihdy law their effestivex dews tisk It has not ken trakeed with themiclals that tate omit wirixg or weal Fiber glass will not 44o4isoisturep nor will it settle ever tins like seSte other inettlative tatiterials. . This' easni:etr.ifier rhaf CemiinTeed Fiber Glass Insilarion 1W been pro‘ionally -milled n this home ro.provide the 'following thermal pinformonce: Cell i.4 'insulation; R- . . • XxreriOr sidewall insulation R- Flilor -i olatlon: R- .‘k qv' vow mamas r heat flex The higher the R-Aeltee, the greater the itittdatix: pews Ask des* :befall sheet on R-valzes. Keep this tess with year sher valued papers. Ibex gees sal this hews, this artifices skald hepassed ex le *shays: ;. 7 • . • . •-L ' • 3NOV. 30. 20122 2:38PM FiFoii cc Inc ti RDDIQNT ,NSDlJ)(ON SOLUTIONS, 14.F 011 Product Su Fl-Foil is a leader in radiant barriers and designed to help corn We are committed to sustainable design products are Energy criteria established by Radiant Barriers, as 97 %, which improves the primary method of E-Values or Em Radiant Barrier Sys Reflective Insulation aluminum foil. The hi benefit of blocking reduced. R Values = R-4.1 up with other insulation mitts! Fonn 08398701 27 NO.859 P. 1/1 PO Box 800 612 Bridgers Avenue West Auburndale, EL 33823 www.R%iLcom nergy - efficient solutions; a nationwide supplier and manufacturer of ective insulation for over 25 years. Our products are specifically 1, industrial and residential buildings reduce energy usage. eiping Architects, Contractors and Engineers meet green building and uirements on their projects. Our radiant barrier and reflective insulation tarts compliant and meet or exceed various performance and code ational, regional and local governing bodies. the name implies, are used to reduce radiant heat transfer by up to e performance of insulating materials. Radiant heat transfer is often heat gain and loss in a structure. 0.03 or 3 %; R-Values can also be achieved with some of our applications. notions by forming dead air spaces with layers of paper, plastic and h reflectivity and low emissivity of the aluminum foil has the added !ant energy, so heat transfer through radiation is also significantly R-16; Higher R Values can be achieved by combining our products terns. Submitted to: Enter Your Info Below + Name/Contact N L`7I:Lir i ; 1�1.�//ll lr,� �i 'f�" "1Yr. ,6 ?M47WZ* 14.' Location: Product: , ', L'� raf,f�l.rl� ' ��1�: 1 WV/ • f 7%� .n , It t A • lic anon: Job Name: Job Location C' • Stae : U ' . iiiikir , c= Submitted by: Firm Name/Contact: OA!1 : /RL:[ 7.1 i,5 - Phone: —. --- Fax: ` `3.2l., '—" Date of Product Subn'�ttat : V &tuxedL- '3, rac. ._ 1 . ---L-------- 1NSPECTiON RECORD Miami Shores Village 10050 N.E. 2iad Averiie Miami Shores FL 333;35- 0000. • Phone: (305) ?95 -2204 Far;. (305)7 P : ls8ue Datea:.71'612O12 INSPECTION REQUESTS: (305)762 -4949 or Log on at https: 11b ldg:niarmishoresviilage.comicap RETESTS AR"ACCEPTED DURING 8 3DAM- .3;30PM TOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections, Expires; 01/02/201 3 Owner's Name: V/ :Lt LLC Job Address 91 S Drive LE -ao `i• - Bond Number: Co #ractor(s), Phone Primary Contractor KEN CONSTANTINO BUILDERS INC (321)725 -2837 Yes 132( 01,41350 Ownees Phone: (33) 85- 899O`: Total Square Feet: 8121 Total Job Valuation:. $ 885,700.00 WORK IS ALLOWED MONDAY 'TI1ROUQH$ TURDAY, 7 30AM - 6 81IPM. NO WORK IS ALLOWED O'N SUNDAY OR HOLIDAYS." BUILDING INSPECTIONS ARE DONE MONDAY. THROt1G*I THURSDAY. ROOFING INSPECTIONS. ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON BIDDY. NO INSPECTION WILL BE MADE UNLESS THE PERMIPCP,RD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE RPADLY A THE PERMIT APPLICANTS RESPONSIBILITY TO ENS &E THAT WORK. IS ACCESSIBL.EAND EXPOSE OR INSPECTION PURP THE BUILDING OFFICIAL.. NOR THE CITY SHALL 8E LIABLE FOR EXPENSE ENTAILED IN.THE REMOVAL R REPLACEMENT OF A BLE, 1T IS NEIT IER TERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR J.ENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: `. NSPECTL STRUCTURAL INS O Foundation . . Stemwal Slab Columns:0st Litt) RECORD ZON NG ns° 2rtd.Lift INSPECTION WIndotwsfl oors ELECTRICAL :INSPEC., Collin • Grid PLUMBING DATE ardmrzrot .Fttwiminunie animannim =EN imatml 072213M111111 El= INN= 111111/A Roof Drains Gas... LP Tank:, Well Lawn Sprinklers Mali Drain Piaol.!Piping t3a_ io Prevento` Inter or Ca «: 7s- ate rains Screen;; closure Driveway_. Driveway Base . . ;Tint Cap Roof in Progress:.::`.' Mop Progreli Final Root': 'Shutters Attachment'. Final :Shutters Us and Guardrails; ADA.corn •:Clam. FINAL Tele • ne Rti, h PLO BIN i COMMENTS M a w ®A WRou•h TV Final, Cable Rorigh Cable Final.; Intercom Rough Intercorn„Final DATE Floor Eleian Sutve. Reinf Unit Cent. insulation ertrticate Spot Survey ;Final :Surve" Truss Certification STRUCTURAL COMM ,:::: .. at Ventilation Find Pootl Heater FIRE INSPECTION. DATE MEIMMINIMMINIMMIMI FlfJAL MR MIN 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- 183315 Permit Number: CC-I 1-11-2060 Inspection Date: December 20, 2012 Inspector: Dacquisto, David Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Deaartment Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractlo Passed Comments INSPECTOR COMMENTS False CD/1t1- Passed i; Inspector Comments c/ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 • ASPHALT PAVEMENT, LOCATION MAP: SECTION 6 Pr. 53 S. RGE 42 E. / SCALE: 1 " =100' / FD. I.P. TRACT B 192nd 191.08' STREET WD. POLE CONC SWK. • • M.H. ORIM • EL =10.58' PLANTER 21.25'/4112' , ' ASPHALT CONC. OVERHANG . ?Q Q' FINISH FLOOR ELEV= 11.77' tri / .21.25' �1 —SORY C.B.S. BUILDING No. 9165' CONC = CONCRETE CT CENTERLINE .B0 CATCH BASIN LC = CLEAR EDGE FOUND ROAD FINISHED FLOOR ELEVATION IRON PIPE �.... LAND SURVEYOR BUSINESS 4.P = CONCRETE DS KKiGHT POLE Hco = MANHOLE E.H = OVERHEAD ELEC. L = PROPERTY UNE ST = REGISTERED LAND SURVEYOR WK'_ = SIDEWALK M = WATER METER i , S GRAPHIC SCE: J a 0'7 20' 40' LEGAL DESCRIPTION: SOUTHWESTERLY 1/2 LOT 24, LOT 25,LOT 26, AND THE NORTHEASTERLY 1/2 LOT 27, BLOCK 59, "MIAMI SHORES, SECTION 2 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J -17 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VAUD WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. No. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. 10.08 '; SCALE: 1 INCH = 20 FEET 01+1466OA, REVISED: JAN.13, 2012, TO SHOW AREA PARK DRIVE FEC RR AND NE 6th AVE SHOWN ON LOCATION MAP ORDER:14738, REVISED: FEB. 07, 2012, TO SHOW TREES ORDER:14784, REVISED: JULY 12, 2012, TO SHOW FOUNDATION ORDER:14819, REVISED: DEC. 12, 2012, UPDATE SURVEY, RS •CONC 1 PARKfI•iC, :. SPACE ED 96.5 FPL TRANFORMER 6' C.L. FENCE 150.00 A.R. TOUSSAINT & SSOCIATES, INC. 60' BY: PRES. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE Of AUTHORIZATION LB -273 DATE: MARCH 11, 2009 1 " =20' 9165 PARK DRIVE MIAMI SHORES MIAMI—DADE COUNTY, FLORIDA DRAWING NUMBER 14819/14459 DRAWN BY: WT OCCUPANT • MO_ N.1......./ i MIAMI-DADE FIRE RESCUE DEPARTMENT . DATE i 2 .-10*- 2) f FIRE INSPACTION REPORT CONTINUATION , .„.5 / ADDRESS i • • ,l. I / ..e? • /LIbt-eip 6 Page of 125_01-105 3/08 INSPECTOR OCCUPANT (90k 90eaLkfit6 MIAMI-DADE FIRE RESCUE DEPARTMENT.. DATE la n\ FIRE INSPECTION REPORT CONTINUATION c.e ADDRESS cituiStr-hb.k■ic, -1- \eyry-, 4),-a t ry* c\eolc (leo yinny-nal •0 • (9(1 mitA ---To I Li. 1-). I. LA. .e.CILAA ' . 4 LA-1 1 fli) rneohmc t LibAve. FAN \-m •CCc A. rumv-CfS cicv_1 erlaxrc 4 Thet pre art- \r"\-Accl °offer (1J1. t) q 4ry..k cte \tic arc 4e(( leaA c-AL Ickr-rt cire ralocc4ef • (\J Nr-14 YTve. cl Al (c.14.13 Page , of I 125_01-105 3/08 MIAMI -DADE FIRE RESCUE DEPARTMENT FIRE INSPECTION REPORT CONTINUATION OCCUPANT (, (G/1 ~ C ADDRESS 16r- /1-3C /l: 2ai2ou L qZ, DATE I2.-0-'2 1-,fl e 'T C-0 A/D-D I f. 41111Vr ‘117; • Page 125_01 -105 3/08 Tco INSPECTO 9 Permit Number: CC -11 -11 -2060 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 )nspection Number: INSP - 183325 Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Soil Compaction Letter Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractio Passed Comments INSPECTOR COMMENTS False Passed lob,), Inspector Comments Ccstic.4.e 0._ %r4 i`A.c.<.,de. - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 r UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2113919 07/31/12 08/22/12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 C M E C'! Z w Q 00 Specified Strength: 3,000 psi at 28 days Mix No.: Regular / CAGB5R30 Ticketed Strength: 3,000 psi at 28 days Set No.: 1 of 5 FIELD Er LAB Date Sampled: 07/16/12 Sampled By: R.J. Truck Number. 1393 Ticket Number: n/a Time Batched: 6:05 Quantity of Load: 10/130 cu. yds. Water Added at Site: n/a gallons Contractor. Spengler Construciton Supplier: Tarmac Location of Placement: Vault foundation - between B.2 and B.3 Time Sampled: 7:10 Slump: 5 Air Content (by volume): n/a Concrete Temperature: 83 No. of Cylinders Cast 4 Ambient Temperature: 78 Weather Conditions: Partly Cloudy Admixture: n/a in. % °F °F RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 07/23/12 08/13/12 08/13112 08/13/12 7 28 28 28 4.04 4.04 4.04 4.04 3 5 5 2 12.82 12.82 12.82 12.82 33,100 50,500 51,200 51,400 2,580 3,940 3,990 4,010 3,980 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVE SA. ENGINEERING SCIENCES, INC. Ce f Authorization No. 549 ''Regional . . Read, P.E. gional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. 1 UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2113920 07/31/12 08/22/12 Client: Project COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z N . Specified Strength: 3,000 psi at 28 days Mix No.: Regular / CAGB5R30 Ticketed Strength: 3,000 psi at 28 days Set No.: 2 of 5 FIELD £t LAB Date Sampled: 07/16/12 Sampled By: R.J. Truck Number: 1355 Ticket Number: 413807 Time Batched: 7:32 Quantity of Load: 53/130 cu. yds. Water Added at Site: n/a gallons Contractor. Spengler Construciton Supplier. Tarmac Location of Placement: Vault foundation - between B.5 and C Time Sampled: 8:15 Slump: 6 Air Content (by volume): n/a Concrete Temperature: 85 No. of Cylinders Cast: 4 Ambient Temperature: 80 Weather Conditions: Partly Cloudy Admixture: n/a in. % °F °F RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 07/23/12 08/13/12 08/13/12 08/13/12 7 28 28 28 4.05 4.05 4.05 4.05 3 2 2 5 12.88 12.88 12.88 12.88 35,700 52,000 52,500 52,800 2,770 4,040 4,080 4,100 4,070 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA ENGINEERING SCIENCES, INC. Certiz e ; ' Authorization No. 549 . Read, P.E. Reg "• nal Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. f UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2113921 07/31/12 08/22/12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z cp w Q Specified Strength: 3,000 psi at 28 days Mix No.: Regular / SSHB5P12 Ticketed Strength: 3,000 psi at 28 days Set No.: 3 of 5 FIELD & LAB Date Sampled: 07/16/12 Sampled By: R.J. Truck Number: 1350 Ticket Number: n/a Time Batched: 8:45 Quantity of Load: 3/3 cu. yds. Water Added at Site: n/a gallons Contractor. Spengler Construciton Supplier: Tarmac Location of Placement: Vault foundation - between C and C.5 Time Sampled: 9:35 Slump: 6 1/2 Air Content (by volume): n/a Concrete Temperature: 87 No. of Cylinders Cast: 4 Ambient Temperature: 82 Weather Conditions: Partly Cloudy Admixture: n/a in. % °F °F RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 07/23/12 08/13/12 08/13/12 08/13/12 7 28 28 28 4.05 4.05 4.05 4.05 2 4 5 5 12.88 12.88 12.88 12.88 70,200 86,300 86,900 88,200 5,450 6,700 6,750 6,850 6,770 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA ENGINEERING SCIENCES, INC. Certiflcat Authorization No. 549 /. er G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2113922 07/31/12 08/22/12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 z N 1- 00 Specified Strength: 3,000 psi at 28 days Mix No.: Regular / CAGB5R30 Ticketed Strength: 3,000 psi at 28 days Set No.: 4 of 5 0 p w LL Date Sampled: 07/16/12 Time Sampled: 10:10 Sampled By: R.J. Slump: 5 in. Truck Number. 1542 Air Content (by volume): n/a Ticket Number. 574917 Concrete Temperature: 89 °F Time Batched: 9:42 No. of Cylinders Cast: 4 Quantity of Load: 110/130 cu. yds. Ambient Temperature: 86 °F Water Added at Site: n/a gallons Weather Conditions: Partly Cloudy Contractor Spengler Construciton Admixture: n/a Supplier. Tarmac Location of Placement Vault foundation - between C.5 and D RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 07/23/12 08/13/12 08/13/12 08/13/12 7 28 28 28 4.05 4.05 4.05 4.05 3 2 5 2 12.88 12.88 12.88 12.88 36,000 53,700 53,900 54,000 2,800 4,170 4,190 4,190 4,180 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL ENGINEERING SCIENCES, INC. Certificate sjAuthorization No. 549 G. Read, P.E. Regional Man�tager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21 H- 18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2113923 07/31/12 08/22/12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z w rn . 00 Specified Strength: 3,000 psi at 28 days Mix No.: Regular / CAGB8P30 #8 Ticketed Strength: 3,000 psi at 28 days Set No.: 5 of 5 FIELD Er LAB Date Sampled: 07/16/12 Sampled By: R.J. Truck Number: 1359 Ticket Number: 574920 Time Batched: 10:57 Quantity of Load: 7/7 cu. yds. Water Added at Site: n/a gallons Contractor Spengler Construciton Supplier. Tarmac Location of Placement Column pad - grid A between line 0.5 and 1 Time Sampled: 11:30 Slump: 6 Air Content (by volume): n/a Concrete Temperature: 88 No. of Cylinders Cast: 4 Ambient Temperature: 87 Weather Conditions: Partly Cloudy Admixture: n/a in. % °F °F RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 07/23/12 08/13/12 08/13/12 08/13/12 7 28 28 28 4.03 4.03 4.03 4.03 3 2 2 5 12.76 12.76 12.76 12.76 35,100 52,400 53,600 54,900 2,750 4,110 4,200 4,300 4,200 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERS _ ENGINEERING SCIENCES, INC. Certifi t'<" f Authorization No. 549 er . Read,_P.E. Regional. Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. y UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114009 08/08/12 08/29/12 Client Project COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z w Q 00 Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 4 FIELD Er LAB Date Sampled: 07/31/12 Time Sampled: 7:10 Sampled By: R.J. & C.S. Slump: 9 1/4 in. Truck Number: 1413 Air Content (by volume): n/a % Ticket Number. 575151 Concrete Temperature: 88 °F Time Batched: 6:29 No. of Cylinders Cast 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 86 °F Water Added at Site: n/a gallons Weather Conditions: Hot Contractor. Spengler Construciton Admixture: n/a Supplier: Tarmac Location of Placement: Gird B.5 /C Line 1 (vault) U.W. = 147.65 RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/07/12 08/28/12 08/28/12 08/28/12 7 28 28 28 4.05 4.05 4.05 4.05 5 2 5 5 12.88 12.88 12.88 12.88 43,700 63,400 63,800 64,700 3,390 4,920 4,950 5,020 4,960 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERS ' ENGINEERING SCIENCES, INC. Certi - : Authorization No. 549 er G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. r UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114010 08/08/12 08/29/12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z C7 w Q 00 Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 2 of 4 FIELD Er LAB Date Sampled: 07/31/12 Time Sampled: 9:06 Sampled By: R.J. & C.S. Slump: 9 in. Truck Number: 1406 Air Content (by volume): n/a % Ticket Number: 575157 Concrete Temperature: 90 °F Time Batched: 8:37 No. of Cylinders Cast: 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 87 °F Water Added at Site: n/a gallons Weather Conditions: Hot Contractor: Spengler Construciton Admixture: n/a Supplier: Tarmac Location of Placement: Grid B -B.5, Line 2 (vault) U.W.= 148.73 RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X-Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/07/12 08/28/12 08/28/12 08/28/12 7 28 28 28 4.04 4.04 4.04 4.04 5 5 2 5 12.82 12.82 12.82 12.82 41,700 60,300 60,800 61,100 3,250 4,700 4,740 4,770 4,740 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA NGINEERING SCIENCES, INC. Ce; =t uthorization No. 549 ter . Read, RE. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114011 08/08/12 08/29/12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z c7 w Q D0 Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 3 of 4 FIELD Er LAB Date Sampled: 07/31/12 Time Sampled: 10:25 Sampled By: R.J. & C.S. Slump: 9 in. Truck Number: 1537 Air Content (by volume): n/a % Ticket Number: 575165 Concrete Temperature: 92 °F Time Batched: 9:43 No. of Cylinders Cast 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 89 °F Water Added at Site: n/a gallons Weather Conditions: Hot Contractor: Spengler Construciton Admixture: n/a Supplier: Tarmac Location of Placement: Grid A -B, Line 2 -2.3 (vault) U.W.= 148.05 RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/07/12 08/28/12 08/28/12 08/28/12 7 28 28 28 4.03 4.03 4.03 4.03 5 5 5 5 12.76 12.76 12.76 12.76 48,200 64,700 66,200 67,000 3,780 5,070 5,190 5,250 5,170 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL ENGINEERING SCIENCES, INC. Cert •f Authorization No. 549 er G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114012 08/08/12 08/29/12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z w I- Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 4 of 4 FIELD Ft LAB Date Sampled: 07/31/12 Time Sampled: 11:30 Sampled By: R.J. & C.S. Slump: 9 1/2 in. Truck Number. 1649 Air Content (by volume): n/a % Ticket Number. 575173 Concrete Temperature: 93 °F Time Batched: 10:40 No. of Cylinders Cast 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 91 °F Water Added at Site: n/a gallons Weather Conditions: Hot Contractor. Spengler Construciton Admixture: n/a Supplier: Tarmac Location of Placement: Grid A -B, Line 3 (vault wall) U.W.= 151.38 RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/07/12 08/28/12 08/28/12 08/28/12 7 28 28 28 4.04 4.04 4.04 4.04 5 2 4 4 12.82 12.82 12.82 12.82 47,100 64,800 64,900 65,900 3,670 5,060 5,060 5,140 5,090 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA NGINEERING SCIENCES, INC. Ce -te Authorization No. 549 Peter G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21 H- 18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114063 08/22/12 09/13/12 Client Project COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z N 00 Specified Strength: 4,000 psi at 28 days Mix No.: CAJB8P30 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD & LAB Date Sampled: 08/10/12 Time Sampled: 8:28 Sampled By: JS Slump: 6 1/4" in. Truck Number. 1350 Air Content (by volume): n/a % Ticket Number. 414070 Concrete Temperature: 80 °F Time Batched: 7:19 No. of Cylinders Cast: 4 Quantity of Load: 8 cu. yds. Ambient Temperature: 84 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. Ken Constantino Admixture: n/a Supplier: Tarmac Location of Placement Misc (Columns/beams /fill cells) perimeter (final lift) RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/17/12 09/07/12 09/07/12 09/07/12 7 28 28 28 4.05 4.05 4.05 4.05 5 2 2 2 12.88 12.88 12.88 12.88 45,200 62,700 62,800 63,000 3,510 4,870 4,880 4,890 4,880 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA ; ENGINEERING SCIENCES, INC. Certi f Authorization No. 549 e r G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. II/ Client: Project: z c7 OO 0 w T. RESULTS OF TESTING UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Specified Strength: 4,000 psi at 28 days Ticketed Strength: 4,000 psi at 28 days Date Sampled: Sampled By: Truck Number Ticket Number. Time Batched: Quantity of Load: Water Added at Site: Contractor. Supplier: Location of Placement Date Tested 08/20/12 09/12/12 09/12/12 09/12/12 2- Client Age (days) 5 28 28 28 08/15/12 DF 1427 575548 6:35 9 n/a n/a Tarmac Main radiation vault roof deck Shores, Florida 333138 Mix No.: SSHB58127 Set No.: 1 of 3 cu. yds. gallons Diameter (in.) 4.06 4.06 4.06 4.06 Type of Fracture 5 5 2 2 Test Specimen (X -Sect. Area [sq. in.J) Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: Time Sampled: Slump: Air Content (by volume): Concrete Temperature: No. of Cylinders Cast Ambient Temperature: Weather Conditions: Admixture: 12.95 12.95 12.95 12.95 Max. Compressive Load (lbs.) 43,500 57,100 59,400 59,800 2110.1200028 2114083 08/22/12 09/13/12 7:00 5 n/a 90 4 76 Sunny n/a Test Compressive Strength (psi.) 3,360 4,410 4,590 4,620 Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNl'VE AL ENGINEERING SCIENCES, INC. Certl Authorization No. 549 in. °F °F Average (psi.) 4,540 Peter G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 to original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 211-1-18.11, chapter 471, Florida Statute. This port shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114084 08/22/12 09/13/12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z N . 00 Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 2 of 3 d) o w II Date Sampled: 08/15112 Time Sampled: 8:15 Sampled By: DF Slump: 9 in. Truck Number. 1647 Air Content (by volume): n/a Ticket Number: 575554 Concrete Temperature: 91 °F Time Batched: 7:32 No. of Cylinders Cast: 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 85 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. n/a Admixture: n/a Supplier. Tarmac Location of Placement: Main radiation vault roof deck RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/20/12 09/12/12 09/12/12 09/12/12 5 28 28 28 4.05 4.05 4.05 4.05 2 5 5 2 12.88 12.88 12.88 12.88 45,000 62,300 63,600 63,900 3,490 4,840 4,940 4,960 4,910 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA GINEERING SCIENCES, INC. Certifi - e lAuthorization No. 549 G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21 H- 18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114085 08/22/12 09/13/12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z w < 00 Specified Strength: 4,000 psi at 28 days Mix No.: SSHB58127 Ticketed Strength: 4,000 psi at 28 days Set No.: 3 of 3 FIELD Ft LAB Date Sampled: 08/15/12 Time Sampled: 9:50 Sampled By: DF Slump: 7 1/2" in. Truck Number. 1293 Air Content (by volume): n/a % Ticket Number: 575559 Concrete Temperature: 92 °F Time Batched: 8:48 No. of Cylinders Cast: 4 Quantity of Load: 9 cu. yds. Ambient Temperature: 90 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. n/a Admixture: n/a Supplier: Tarmac Location of Placement H.D.R. room roof deck RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/20/12 09/12/12 09/12/12 09/12/12 5 28 28 28H 4.05 4.05 4.05 4.05 5 5 5 2 12.88 12.88 12.88 12.88 50,600 63,300 64,400 64,700 3,930 4,920 5,000 5,020 4,980 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA : NGINEERING SCIENCES, INC. Cert Authorization No 549 P"er G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. t UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114150 09/13/12 9 -26 -12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 W a 00 Specified Strength: 4,000 psi at 28 days Mix No.: CAJB8P30 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD ft LAB DATA Date Sampled: 08/24/12 Time Sampled: 7:45 Sampled By: DF Slump: 5 in. Truck Number. 1619 Air Content (by volume): n/a % Ticket Number. 414221 Concrete Temperature: 89 °F Time Batched: 6:53 No. of Cylinders Cast: 4 Quantity of Load: 10 cu. yds. Ambient Temperature: 81 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. Ken Constantino Admixture: n/a Supplier. Tarmac Location of Placement: Roof deck south mideast section RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 08/31/12 09/21/12 09/21/12 09/21/12 7 28 28 28H 4.04 4.04 4.04 4.04 6 5 2 5 12.82 12.82 12.82 12.82 46,300 62,600 63,400 63,400 3,610 4,880 4,950 4,950 4,930 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSA ._NGINEERING SCIENCES, INC. Certi t,,,' - Authorization No. 549 ter G. Read, R.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114155 09/13/12 09/28/12 Client Project COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 w Q Specified Strength: 4,000 psi at 28 days Mix No.: PM/CAJB8P30 #8 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD Er LAB Date Sampled: 08/30/12 Sampled By: RJ Truck Number. 1461 Ticket Number. 414256 Time Batched: 10:46am Quantity of Load: 14/21 cu. yds. Water Added at Site: n/a gallons Contractor: Speengler Construction Supplier Tarmac Location of Placement Slab on grade - vault area - between grid A & C.5 between line 1 and 2 Time Sampled: 11:30am Slump: 7 Air Content (by volume): n/a Concrete Temperature: 90 No. of Cylinders Cast 4 Ambient Temperature: 94 Weather Conditions: Sunny Admixture: n/a - hot in. % °F °F RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 09/06/12 09/27/12 09/27/12 09/27/12 7 28 28 28 4.03 4.03 4.03 4.03 2 2 2 2 12.76 12.76 12.76 12.76 46,300 62,100 63,400 64,500 3,630 4,870 4,970 5,060 4,970 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL; NGINEERING SCIENCES, INC. Certifl to •: Authorization No. 549 r G. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21 H- 18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114231 9 -26 -12 10 -22 -12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 Z N 1- wQ 00 Specified Strength: 4,000 psi at 28 days Mix No.: CAJB8P30 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD Et LAB Date Sampled: 9 -14 -12 Time Sampled: 1:03 Sampled By: CS Slump: 7 1/2 in. Truck Number: 1427 Air Content (by volume): n/a % Ticket Number 576323 Concrete Temperature: 80 °F Time Batched: 12:29 No. of Cylinders Cast 4 Quantity of Load: 7 cu. yds. Ambient Temperature: 87 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor: n/a Admixture: n/a Supplier. Tarmac Location of Placement: Parapit wall / electrical room RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 9 -21 -12 10 -12 -12 10 -12 -12 10 -12 -12 7 28 28 28 4.04 4.04 4.04 4.04 3 5 2 2 12.82 12.82 12.82 12.82 43,300 67,200 67,400 68,000 3,380 5,240 5,260 5,300 5,270 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, 039, C1231 AND C617) Reviewed by: UNIVERSAL_ ENGINEERING SCIENCES, INC. Certi t a Authorization No. 549 e'er G'. Read, P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. Thi: report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114355 10 -24-12 11 -14 -12 Client: Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 I a 0 Specified Strength: 4,000 psi at 28 days Mix No.: PRPM with slag Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD fr LAB DATA Date Sampled: 10 -16 -12 Time Sampled: 8:00 am Sampled By: RJ Slump: 51/2 in. Truck Number. 6555 Air Content (by volume): n/a % Ticket Number. 2717934 Concrete Temperature: 84 °F Time Batched: 7:03 am No. of Cylinders Cast 4 Quantity of Load: 10 cu. yds. Ambient Temperature: 82 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. Spengler Construction Admixture: n/a Supplier. Supermix Location of Placement MRI room slab / handicap ramp main entrance RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 10 -23 -12 11 -13 -12 11 -13 -12 11 -13 -12 7 28 28 28 4.05 4.05 4.05 4.05 5 5 5 5 12.88 12.88 12.88 12.88 44,800 62,500 63,200 64,600 3,480 4,850 4,910 5,020 4,930 H m 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL NGINEERING SCIENCES, INC. Certi . ° ,�; Authorization No. 549 p;Sr Read, P.E. Regio al Manager Florida Professional Engineer No. 35604 The original of this report wee Signed and impressed sealed by the above registered engineer In accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114355 10 -24-12 11 -14-12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 0 d 1 lei c Specified Strength: 4,000 psi at 28 days Mix No.: PRPM with slag Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD b LAB DATA Date Sampled: 10 -16 -12 Time Sampled: 8:00 am Sampled By: RJ Slump: 51/2 in. Truck Number. 6555 Air Content (by volume): n/a % Ticket Number. 2717934 Concrete Temperature: 84 °F Time Batched: 7:03 am No. of Cylinders Cast: 4 Quantity of Load: 10 cu. yds. Ambient Temperature: 82 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. Spengler Construction Admixture: n/a Supplier Supermix Location of Placement MRI room slab / handicap ramp main entrance Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 10 -23 -12 11 -13-12 11 -13 -12 11 -13 -12 7 28 28 28 4.05 4.05 4.05 4.05 5 5 5 5 12.88 12.88 12.88 12.88 44,800 62,500 63,200 64,600 3,480 4,850 4,910 5,020 4,930 2 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL NGINEERING SCIENCES, INC. Certi Authorization No. 549 Read, P.E. Regio al Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer In accordance with rule 21 H- 18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection • 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No.: Report No.: Date 1st Issue: 2nd Issue: 3rd Issue: Final Issue: 2110.1200028 2114184 09/20/12 10 -9 -12 Client Project: COMPRESSIVE STRENGTH OF 4" x 8" CONCRETE TEST SPECIMENS Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Dr. Keisch Office - 9169 Park Drive, Miami Shores, Florida 333138 W a cc Specified Strength: 4,000 psi at 28 days Mix No.: PM/CAJB8P30 #8 Ticketed Strength: 4,000 psi at 28 days Set No.: 1 of 1 FIELD 6 LAB DATA Date Sampled: 09/06/12 Time Sampled: 8:20 am Sampled By: RJ Slump: 6 1/4 in. Truck Number: 1442 Air Content (by volume): n/a % Ticket Number 414302 Concrete Temperature: 89 °F Time Batched: 7:15 am No. of Cylinders Cast: 4 Quantity of Load: 10/20 cu. yds. Ambient Temperature: 86 °F Water Added at Site: n/a gallons Weather Conditions: Sunny Contractor. Speengler Construction Admixture: n/a Supplier. Tarmac Location of Placement: Garage slab - east area (pump) RESULTS OF TESTING Date Tested Age (days) Diameter (in.) Type of Fracture Test Specimen (X -Sect. Area [sq. in.]) Max. Compressive Load (lbs.) Test Compressive Strength (psi.) Average (psi.) 09/13/12 10/04/12 10/04/12 10/04/12 7 28 28 28H 4.05 4.05 4.05 4.05 5 5 5 2 12.88 12.88 12.88 12.88 45,000 62,300 62,600 62,800 3,490 4,840 4,860 4,880 4,860 REMARKS 2- Client Testing in general accordance with ASTM's (C1064, C172, C143, C31, C39, C1231 AND C617) Reviewed by: UNIVERSAL GINEERING SCIENCES, INC. Certifi . to uthorization No. 549 Peter- P.E. Regional Manager Florida Professional Engineer No. 35604 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida Statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7tn Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9279 Date: 06/19/12 Client: Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project: Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Vault foundation pad Course: Pad Type of Test: Field: Lab: ASTM D-6938 ASTM D -1557 Minimum Compaction Requirement: 95% IN PLACE DENSITY TESTS Depth of Test 12" Date Tested: 06/14/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 1 2 3 Grid B & Line 1.5 Grid B.5 & Line 2 Grid C & Line 2.5 104.4 104.4 104.4 9.0 9.0 9.0 101.6 103.0 101.8 7.9 7.3 7.6 97.3 98.7 97.5 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed b UNIVE.. Ce l •r /; cc: 2 - Client Technician: RJ ENGINEERING SCIENCES, INC. Authorization No. 549 er Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9421 Date: 08 /07/12 IN PLACE DENSITY TESTS Client Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Footing (next to electrical and radiology room) Course: Bottom of footing Type of Test Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement: 95% Depth of Test 12" Date Tested: 07/31/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 4 5 Between C -D, Line 1.2 Between B -B.2, line 3.2 104.4 104.4 9.0 9.0 102.9 103.2 10.6 10.1 98.6 98.9 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERS : ENGINEERING SCIENCES, INC. Certi r Authorization No. 549 Peter G. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 cc: 2 - Client Technician: JS The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21 H- 18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9490 Date: 08/29/12 IN PLACE DENSITY TESTS Client Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: South side of building garage and hallway Course: Bottom of footing Type of Test: Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement: 95% Depth of Test: 12" Date Tested: 08/22/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 6 South side of building garage pad - east end 104.4 9.0 105.3 7.3 100.8 7 South side of building garage pad - west end 104.4 9.0 105.0 8.4 100.5 8 Hallway & south entrance next to the garage pad - south end 104.4 9.0 106.1 8.0 101.6 9 Hallway & south entrance next to the garage pad 104.4 9.0 105.3 7.5 100.8 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERSAL NGINEERING SCIENCES, INC. Ce -te ,fir uthorization No. 549 cc: 2 - Client Technician: D.L. Pe ' -G. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 211-1-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9537 Date: 09/13/12 Client: Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project: Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Garage area & front entrance Course: Footing & slab Type of Test Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement 98% IN PLACE DENSITY TESTS Depth of Test 12" Date Tested: 08/31/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 10 Garage slab - west area 104.4 9.0 106.0 6.2 101.5 11 Garage slab - east area 104.4 9.0 105.1 6.6 100.7 12 Garage slab - center area 104.4 9.0 104.4 6.3 100.0 13 Front entrance - footing ramp area 104.4 9.0 103.2 7.3 98.9 14 Front entrance - column pad 104.4 9.0 103.6 6.8 99.2 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERSA : ENGINEERING SCIENCES, INC. Ce, i ;te Authorization No. 549 cc: 2 - Client Technician: R.J. e . Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 211-1-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9550 Date: 09/19/12 Client Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Electrical room Course: Base Type of Test Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement 98% IN PLACE DENSITY TESTS Depth of Test: 12" Date Tested: 09/13/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 15 16 East side area West side area 104.4 104.4 9.0 9.0 102.8 102.4 9.8 10.2 98.5 98.1 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. cc: 2 - Client Technician: R.J. Reviewed by: UNIVERSA NGINEERING SCIENCES, INC. Certifi _ , %Authorization No. 549 eter G. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. e t r UNIVERSAL ENGINEERING SCIENCES, INC. Consultants In: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9616 Date: 10/15/12 Client Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Ramp - CT room (pad) Course: Final lift Type of Test: Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement 98% IN PLACE DENSITY TESTS Depth of Test 12" Date Tested: 10/12/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 17 18 Ramp - main entrance of building CT room - pad 104.4 104.4 9.0 9.0 103.9 104.9 8.5 9.6 99.5 100.5 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERSAI,,ENGINEERING SCIENCES, INC. Ce Authorization No. 549 cc: 2 - Client Technician: R.J. Bier G. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer In accordance with rule 21 H- 18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. „ UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7"' Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9649 Date: 10/25/12 Client: Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project: Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Dumpster area Course: Subgrade Type of Test Field: ASTM D-6938 Lab: ASTM D -1557 too IN PLACE DENSITY TESTS Depth of Test: Date Tested: 12" 10/22/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 19 20 East area West area 104.4 104.4 9.0 9.0 105.1 104.6 7.9 8.4 100.7 100.2 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERSAL ENGINEERING SCIENCES, INC. Certifi . =_ %f Authorization No. 549 cc: 2 - Client Technician: R.J. P G. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. i t e- Rr UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9795 Date: 12/12/12 Client: Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Sidewalk & Parking lot Course: Stabilized subgrade & Final lift Type of Test: Field: ASTM D-6938 Lab: ASTM D -1557 • IN PLACE DENSITY TESTS Depth of Test: 12" Date Tested: 12/10/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 21 Sidewalk (North area of building, final lift) - 104.4 9.0 103.2 10.4 98.9 Northwest area 22 Sidewalk (North area of building, final lift) - 104.4 9.0 102.8 10.1 98.5 Northeast area 23 Parking lot (Southeast area of building, stabilized subgrade) - Southeast area 104.4 9.0 105.2 8.5 100.8 24 Parking lot (Southeast area of building, stabilized subgrade) - East area 104.4 9.0 104.7 8.0 100.3 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed by: UNIVERSAL GINEERING SCIENCES, INC. Certifi = y /uthorization No. 549 G. Read, P.E. Regional Manager_ Registered Professional Engineer No. 69952 cc: 2 - Client Technician: R.J. The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. Master Permit No. CC 1 11 2o G) Job Address: 9 t ,10 5 PAyeA4. OA k vxe Qualifier's Name: k C # � CovctC) Owner's Name: l� DTIP_t S C Unit Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 De kos et cu e Project Name: Qualifier's Phone: 32- 2.C- 2.$ 37 Owner's Phone: 3 b- 7 iA I- 7 )' This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy (TCO) or Completion (TCC). Once validated by the Building Department personnel, the form must be present at the job site for the field inspectors. Inspectors must verify outstanding work listed, and verify all code provisions relating to public safety have been met prior to granting Temporary approval. Temporary/Anal approvals must be signed on the permit card and submitted at time of application. When all approvals have been obtained, take the signed form back to the Building Department for TCO/TCC issuance. OForm Validated by /V®12t ti &goof Bldg Dept Personnel: Print Name Signature Date: / � */) []M "Required" TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance. Inspector's Approval pate Comments Name Signature Req'd. ❑ 0 d Trade Building Roofing Electrical Are Mechanical Plumbing Public Works Zoning ..❑ Flood DERM WASD ❑ Public Utilities Q- Health Dept* ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Building Department is prohibited and is in violation of the Florida Building Code Section 1 10.3. *For properties connected to septic tank only Building Official's Approval: Date: AZ;2( )- h.) O lst CO /CC ❑ Extension TCC/TCO Duration: e/O6h ,r Conditions of CO /CC: • If Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. • A TCOOTCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: Permit Number: CC -11 -11 -2060 J 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 - 183324 Inspection Date: December 20, 2012 Inspector: Hernandez, Rafael Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Miscellaneous Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractio Passed Comments INSPECTOR COMMENTS False D,L ,J Passed / iedy Inspector Comments BACKFLOW PREVENTER Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 MIAMI -DADS WATER & SEWER DEPARTMENT � � METER OPERATIONS & MAINTENANCE MIAMI - `•° i'E CROSS- CONNECTION CONTROL UNIT 1001 N.W 11TH STREET, MIAMI, FL 33136- '� Phone (305) 547 - , ® Fax (7 ,) PREVENTION ASSEMBLY TEST REPORT FORM AD DIIES,S OF DEVICE j �O,h� ; a OWNER CONiAC% j t FAX ADDRESS OF OWNER , MOM ■ NAME OF TESTER: 1 S 6, o-S CERTIFICATION #: M11-\1`-69S2 EXPIRATION DATE: 11 -30 -13 PHONE: 3o.5-- Y87 -J687 BUSINESS NAME: b0 ((J-' _ G.S x'12 a. . .'•[ 40 BUSINESS ADDRESS: 30 1 �C,A ,• oL c�.i� el ['t -4J-x 5TEt- 'CAL.1f L ZIP CODE: sin 3TUBE:L YES /NO U TEST KIT MAKE: {{JJ MODEL 50 -S3'R (o y -I I- 12 TEST PLEASE MARK: R.< . ®.O. PALS. ' MAKE OF ASSEMBLY: WA-74i MODEL NO.: 1 009 SERIAL #: 277 023 SIZE J LOC /UlON OF ASSEMBLY: 4UGU SA -d12. p�� HAZARD/SERVICE: J> s� METER NO.: . 9(0.2 oS 104 19 INITIAL TEST: ANNUAL TEST: DATE OF TEST: / Z - 12. - / L METER READING: 0 Y 50 A PRESSURE STABLE: E NO ?�FIIF! OFF VALVE #1; / SNl1T OFF VAt VE • _ LINE PRESSURE: �� Pte`'" CLOSED TIGHT: // CLOSED TIGHT: LEAVED: LEAKED: D.C.V.A. R.P Z.A. RY. . , -n pi CHECK VALVE NO i CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE AIR INLET CHECK VALVE - . Closed Tight: v Leaked: Closed Tight: FAILED TO OPEN FAILED TO OPEN� LEAKED: Leaked: • , OPENED AT: 3. PSI. OPENED AT: PSI. HELD AT: ____ PSI PRESSURE DIFFERENTIAL ACROSS CHECK -------4-7----- PSI, PRESSURE DIFFERENTIAL ACROSS CHECK 2 to 0 PSI. ";,S ya..I3L i e .iL ` L"OR ANY REASON, COMPLETE THIS SECTION AND NOTE REPAIRS i REMARKS; REASON FOR FAILURE (IF APPARENT): ON f'1".. (i -02.Z.., `0../. f e a- (� • • I t CHECK VALVE ND. i CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE P.VII. FJ CLEANED: CLEANED: CLEANED: CLEANED: REPIACED: i I REPLACED: J REPLACED: REPLACED: D.0 V.A. R.RZ.A. P . CHECK VALVE NO. T CHECK VALVE NO.2 DIFFERENTIAL RELIEF VALVE AIR INLET I IECK VALVE Closed light: Closed losedTi ht: FAILED TO OPEN LEAKED:__T Leaked: FAILED TO OPEN Leaked: OPENED AT: PSI. r OPENED AT: HEW AT: PSI f _ PRESSURE DIFFERENTIAL ACROSS CHECK PSI, PRESSURE DIFFERENTIAL ACROSS CHECK PSI. ____________.PSI. I I EFL i IR'W,T •. HA `SE TESTED WE AP.OVE ASSEMBLY IN ACCORDANCE WITH THE A.W.VW.A. CROSS CONNECTION CONTROL MANUAL AND THAT ALL THE INFORMATION IS ACCURATE TO THE BEST OF MY ABIUTTL-S. SIGNATURE OF CERTIFIED TESTER: '-d---U /z / 2 - 12 0 01 158 '1!09 e OR L 3L ' T 13E COMP 'TED IN ITS ENTIRETY. INCOMPLETE TEST FORMS WILL 3E RETURNED. www.rniamidade.goviwasd/cross-connection.asp Permit Number: CC -11 -11 -2060 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166360 Inspection Date: December 20, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Termite Letter Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 r CONE I lM 6kl'UMPLETION OF SUBTERRANEAN TERMITE TREATMENT AND LIMITED WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 PURCHASER'S NAME AND ADDRESS: Spengler Construction 382 NE 3 Avenue Delray Beach, FL 33444 TREATMENT SITE: 9165 Park Drive, Miami, FL 33138 PROJECT: Dr.Keisch Office PERMIT: CC11 -11 -2060 LOT: N/A BLOCK: N/A UNIT: N/A NUMBER OF STRUCTURES TREAl'Ell:1 SQUARE FOOTAGE: 3000 NUMBER OF GALLONS: 300 CHEMICAL: Im idaclorpid PRODUCT: Adonis 75 WSP @ 0.05% DATE OF COMPLETION: 12 /12/12 APPLICATOR Breck Bishop 1 YEAR WARRANTY DATE & TIME: 12/12/12, 3:00 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations, exclusions or conditions that affect the company's obligation to retreat or repair damage, are part of the contract. LICECN �NO. JB 1752 AC TE PEST CONTROL, INC. BYsr fey �nnades, President 0b /01/10 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 Subterranean Termite Treatment Limited Warranty Limitations, exclusions, or conditions that affect the company's obligation to retreat or repair damage, are a part of the contract. Terms and Conditions During the term of your limited warranty, any further treatment found necessary due to evidence ofsubterranean termites (ExcludingFormosan Ter- mites) will be done free of charge to the covered structure(s), andanystructuraldamagenecessitating repairs (up to $1,000,000) caused by subterra- nean termites (Excluding Formosan Termites) will be paid by Accurate Pest Control, Inc. Accurate Pest Control will annually reinspect the property only at your request. The limited warranty term shall be one. (1) year from the date of completion. Accurate Pest Control Inc. shall have the option of extending the limited warranty annually upon homeowners payment of annual renewal fee. Your contract covers all materials, labor; and service needed to control any active infestation of subterranean termites, Excluding Formosan Termites. A limited warranty holder can, at anytime during the warranty period, request consultation and advice concerning termites or other pest, at no charge to the owner: This limited warranty is transferable should the property be sold or otherwise transferred. Accurate Pest Control, Inc. shall be notified in writing of new ownership of the property. 1. It is understood and agreed between the parties that this Agreement constitutes the complete agreement between the parties and the said agreement may not be changed or altered in any manner, oral or otherwise, by a representative of Accurate Pest Control, Inc. unless such alteration or change be in writing and executed by a corporate officer of Accurate Pest Control, Inc. under its corpo- rate seal. 2. Fences, Free - Standing garages, or other outstructures are not included unless speci- fied in writing. 3. Structural or mechanical defects such as wood -to- ground contact, stucco below grade level on Wood Frame Construction, brick veneer on CBS Construction which reaches below grade level, or wood form boards or stakes which have been left in the ground must be removed. This is conducive to sub- terranean termite infestation and may destroy the effectiveness of Accurate Pest Control, Inc. treatment, thereby permitting infestation to occur after the date of initial treatment. If such conditions are discovered it is agreed that the customer will be responsible for making such modifications as are necessary to correct the structural or mechanical defect (including providing at least a 6" gap between the stucco and the grade level) and Accurate Pest Control, Inc. will, upon completion of said modifications, provide additional treat- ment deemed necessary by the Company to control an infestation if it occurs. 4. Accurate Pest Control, Inc. liability shall be terminated should Accurate Pest Control, Inc. be prevented from fulfilling its respon- sibilicies under the terms of the Agreement by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow Accurate Pest Control, Inc. access to the premises for any purpose contemplated by the Agreement or the Guarantee, especially, including re-in - spection, whether such re- inspection was re- quested by the customer or deemed necessary by Accurate Pest Control, Inc. 5. This Agreement covers the designated property as of the date of actual comple- tion. In the event the premises are structurally modified, altered or otherwise changed after the date of treatment, this Agreement shall terminate unless prior written agreement shall have entered into between the owner and Accurate Pest Control, Inc. to reinspect the property, provide additional treatment and/or adjust the annual renewal fee. 6. It is specifically understood and agreed that Accurate Pest Control, Inc. and the Property Owner are bound only by the terms of this Agreement and not by any other Representa- tions, oral or otherwise. 7. This is an optional warranty, renewable an- nually on the month in which treatment was initially provided. Cancelled check is proof of receipt of payment. The Company reserves the right to increase the annual fee. Revised October 1, 2003 PEST CONTROL, INC. License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Spengler Construction (561) 248 -0137 9165 Park Drive, Miami, FL 33138 Dr. Keisch Office Permit # CC11 -11 -2060 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services d Signature 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 -749 -8588 • FAX: 954- 584 -6117 Permit Number: CC -11 -11 -2060 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 - 183328 Inspection Date: December 20, 2012 Inspector: Hernandez, Rafael Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: HRS Approval Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractio Passed Comments INSPECTOR COMMENTS False ‘9.4. Passed /2 , , 0.7c,011 Inspector Comments • Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until December 20, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 IAPPROVED I STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Marcus Corp APPLICATION # : API 038340 PERMIT # :13 -SC- 1354140 DOCUMENT # : F1894985 DATE PAID:12/13/2012 FEE PAID:I00.00 RECEIPT #:13 -PID- 2070761 AGENT: Guillermo Suarez (A League) PROPERTY ADDRESS: 9165 Park Dr Miami, FL 33175 LOT: n/a SUBDIVISION: BLOCK: n/a ID #: 11- 3206 -014 -1350 CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [1] 900.00 [2] 1050.00 [02] TANK MATERIAL Concrete [03] OUTLET DEVICE [04] MULTI - CHAMBERED [al N ] [05] OUTLET FILTER Polylokkk [06] LEGEND 1. 13- 045 -31SC4 2. 13- 045 -32SC4 [07] WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] 46.4 [11] DISTRIBUTION BOX [12] NUMBER OF DRAINLINES [13] DRAINLINE SEPARATION [14] DRAINLINE SLOPE [15] DEPTH OF COVER [16] ELEVATION [ [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH ABOVE [2] 128 SQFT HEADER X 1. 4.00 2. 4 / BELOW I BM 1.20 1.00 FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL Comments: Comments are on page 2. SETBACKS [27] [28] [29] [30] [31] [32] [33] [34] [35] SURFACE WATER DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER BUILDING FOUNDATIONS PROPERTY LINES OTHER FT FT FT FT FT 75 FT 5 FT 2 FT FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GRADING [47] CONTRACTOR Roberto Rodriguez (Southern [48] OTHER Drip Irrigation - Netafim ABANDONMENT [49] TANK PUMPED [50] TANK CRUSHED & FILLED CONSTRUCTION FINAL SYSTEM [ IAPPROVED I DISAPPROVED I: Ronald E Cave (Dade County Environmental Health) / DISAPPROVED ]: (Explanation of Violations on following page) DH 4016, 08/09 (Obsoletes all previous Incorporated: 64E- 6.003, FAC EH Database v 1.0.1 Ronald E Cave (Dade County Environmental flea editions which may not be used) AP1038340 Dade CHD DATE : 12/19/2012 Dade CHD DATE : 12/20/2012 EID1354140 Page 2 of 3 DIVISION OF Environmental Health Illorida Department of Health Miami-Dade County Health Department OSTDS/Well Division 11805 SW 26 St. - Miami, FL 33175 Ipector Date ) — 0 ( ,ddress 4,Y OSTDS 170 CY 7 -17 Ignature STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICATION #:API038340 PERMIT #: 13-SC-1354140 noCOUNT #:F1894985 DATE PAID: 1 2/1 3/201 2 FEE PAID :100.00 RECEIPT # :13 -P I D- 2070761 Violation Number Comment Comments System also have a 900gal Dosing tank by Ricks 13- 045- 31sc4. need ceriticate of approval by engineer. operating permit, maintenance agreement At 11:45am operating permit paid for In office. gave final approval. DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, PAC EH Database v 1.0.1 AP1038340 EID1354140 Page 2 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number. INSP - 183315 Permit Number: CC-I 1-11-2060 Inspection Date: December 20, 2012 Inspector: Dacquisto, David Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 9/6/12 Architect picked up structural & p.a revision Infractlo Passed Comments INSPECTOR COMMENTS False (9 "(AO ,/p Passed 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 December 20, 2012 Page 1 of 1 'ASPHALT PAVEMENT• LOCATION MAP: SECTION 6 TWP. 53 S. RGE 42 E. / SCALE: 1"=100' TRACT B 1 } > 0 4=k- /92nd 191.08' STREET 4Q 0,__ (0 FD. I.P. WD. POLE FD. RLS 907 N &D IN SWK. WD. POLE F N.E. 150.00 CONC SWK. PLANTER 50' . 20.4' • .7 P 'KING 25.00' N O J O 2 to 07 tn, t� 0 \Z O M O cNi w co LLT • I a a o •4- o to N W D me Ottn M.H. RIA�• EL =10.58 PLANTER 21.25' 41 2' J oo'� 21.25' /1 -S ORY C.B.S. BUILDING No. 9165' 10.08 'CONC.' :::11 • 1 • PARKING .. SPACE o D 96.x' .$PL o_ • • ; . TRANFORMER G S P/L „14' . 5' 50' 0.5' FD. ,�, EL= 10.17oa _ � J O 6' C.L. FENCE 150.00' FD. I.P. EL =10.71 ' a U- -I w U 4- E. U U O H 0 w = CONCRETE = CENTERLINE CS. = CATCH BASIN F( FOD ROAD I.P. P �L R = FINISHED ELEVATION OF LE 1 = LAND SURVEYOR BUSINESS N D = NAIL & DISKGHT POLE • MANHOLE = OVERHEAD ELEC. = PROPERTY UNE = REGISTERED LAND SURVEYOR = SIDEWALK Why = WATER METER Q GRAPHIC SCALE: 20' 40' LEGAL DESCRIPTION: SOUTHWESTERLY 1/2 LOT 24, LOT 25,LOT 26, AND THE NORTHEASTERLY 1/2 LOT 27. BLOCK 59, "MIAMI SHORES, SECTION 2 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. w SCALE: 1 INCH = 20 FEET ORDER14660A, REVISED: JAN.13, 2012, TO SHOW AREA PARK DRIVE FEC RR AND NE 6th AVE SHOWN ON LOCATION MAP ORDER:14738, REVISED: FEB. 07, 2012, TO SHOW TREES ORDER:14784, REVISED: JULY 12, 2012, TO SHOW FOUNDATION ORDER:14819, REVISED: DEC. 12, 2012, SURVEYOR'S CERTIFICATION: WE HEREBY CERTIFY THAT THIS SKETCH OF SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF AS RECENTLY SURVEYED AND PLATTED UNDER MY DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J -17 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. No. THERE ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. 60' DATE: MARCH 11, 2009 A.R. TOUSSAINT & ASSOCIATES, INC. BY Cali PRES. ALBERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 UPDATE SURVEY, RS 9165 PARK DRIVE MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA DRAWING NUMBER 14819/14459 DRAWN BY: WT DEC 2 0 2012 M iami Shores Village 32 cio3 \-7 \ 1 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 05 756.8972 CERTIFICATE OF OCCUPANCY /COMPLE CHECK LIST le Building permit card. jr 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) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) ,tCertificate 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. Os, it • Residential CO fee is $150.00 - 1 • Commercial CO is $200.00 DEC 2'0 2012 4.f, MIAMI VL LAGS Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type COMMERCIAL CONSTRUCTION Bldg. Permit No. CC11 -2060 Owner DEVINELLA, LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision /Project NONE Date Issued 06/24/2014 Occupancy Construction Type V -B Load 81 Occupancy Square Footage 8121 Type Description of RENOVATION / ALTERATION Applicable Work Code BUSINESS — GROUP B 2010 FLORIDA BUILDING Location Flood Zone 9165 PARK DRIVE Miami Shores FL 33138 F.F.E 11.77 Building Officials Approoal Not Transferable POST IN A CONSPICUOUS PLACE May 28, 2014 Sunshine Coast Management, Inc. Mr. Naranjo RE: Dr. Keisch Project - Photos Prior to Commencement ID #21175 Dear Mr. Naranjo, Enclose please find the photos which illustrate the damage sections of side walk prior to the project commencement. If you have any questions or need additional information please contact me at (305) 305 -1908. Sincerely, Jo Blanco President Ibscmfl@qmail.com Sunshine Coast Management, Inc 220 Miracle Mile #217 Coral Gables, FL 33134 3a6 -3o -1°10g cell May 28, 2014 Sunshine Coast Management, Inc. Mr. Naranjo RE: Dr. Keisch Project — Photos Prior to Commencement ID #21175 Dear Mr. Naranjo, Enclose please find the photos which illustrate the damage sections of side walk prior to the project commencement. If you have any questions or need additional information please contact me at (305) 305 -1908. Sincerely, Jo ' Blanco President lbscmfk gmall.com Sunshine Coast Management, Inc 220 Miracle Mile #217 Coral Gables, FL 33134 306 -3c —1 %O C°z.1 Ov-s 4; 9a WT � Q 1,k_Ar e S L 9 sr 2 1 S C e A -V-. De. 1'C rsq',vo' ft) -E 9 a 57 ��- A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Moses, Florida 33138 Tel: (305) 795.2204 Faso (305) 756.8972 INFECTION'S PHONE Minas MS) BUILDING PERMIT APPLICATION f MAY 192014 FBC 20 p Permit No. Mier Permit No. CC 11 Permit Type: BUILDING ROOFING JOB mums: G} t to - �c,r•}y Oslo p: r y Foy#:. Is the B Designated: Yes 240 Fl Zap OWNER: Name (Fee � �, �. Tidehold 4 L. L Lt �_ tall "% Add ' )l LA5 A, ,,. /k r- 8 i 5'0 T Name: stsax__Zip: CONTRACTOR: y Name:: -r1. Address: 1 biS GL-s air sat. 'FL . zip: 3 � � Qualifier Nana% ��w+a► . •:.. State Certification or ' i 8: MCA �g8'1' C�cate of Competency d: comet Ph 13 'Ur ' is T1 aeon Addr+em: .1yla:. kle■ f- _ DESIGNER: Arehfteet/Basiseec Phone* Value of Work for this F $ S'Ware/Lissear Footage of Works Type of Work: CIAckition DAlteaation ONew aRePaidRePlace Edon D etWorim C / c Colorlhru Vie: • Subudttal Fees FeriJt Fees CCF $ CO/CC $ .,� Summing Fees Radenlee $ DBPR $ Rend $ N o t a r y $ Ti dsie dratioa Fees Technology Fees Double Fee $ . Strechwal Review $ TOTAL FEE NOW DUES Bonding Company'a Name (if ) Banding Company's Address aty State 7p Mortgage Leader's Name (if applicable) Mortgage Leader's Address CSty State ?3p Application is bmeby made to obtain a pelt. to do the work and installations as indicated. I certifjf that no work or Installadon has commenced prior to the istuance of a permit and that all work will be perltormed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a smote permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CDN DMONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that ail work will be done in compliance with all applicable laws regulating construe and zoning. a d t• ! ' "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN • YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR -. PROPERTY. IF YOU IN `` TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REcokumq,typuR NOTICE OF CO iiP } Notice to Applicant As a condition to the issuance of a bu permit with an estimated value eargeedowitgarkthitatkikuou mum pronzise**ogakh that a copy of the notice of commancwrhent and construction lien taw brochuri wit be delivered to the person whose property is subject so attacionent. Also, a certified copy of the recorded:notice 4f commencement Foust be posted at the fob site for the first inspection which erccxns seven (7) days sus the Ong Cs ,tn: t inspection will not be approved and a fee'w'bb Hit" l of such posted the signauni Owner or Agent The �foseeoi g ' was acknowledged before me this daY f 20 by b- afs•B•a whols personally known to me or who has produced As identificatiettandowhif did mkei ' NOTARY PUBLIC: s s Contractor 1 `?` The foregoing ' a "wkdged>4 she „ .,�• 6 - -,t was '.,•- ��-- s —, bY who is perdonallikitOtin to me or who has rduced �@�• .a as ank4ilid take an Oath. NOTARY PUBLIC: • Print My Commission Eves: APPROVED BY Plans Examiner Slim Print: My Commission >S&phes: Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Bldg. Permit No. Contractor KEN CONSTANTINO BUILDERS INC 9165 PARK DRIVE Miami Shores FL 33138- Not Transferable POST IN A CONSPICUOUS PLACE May 16, 2014, 2014 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on May 19, 2014 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, Vicki eisch Total Due: $0.00 II Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 1Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Bill To DEVINELLA LLC DEVINELLA LLC 6644 WINDSOR Lane MIAMI BEACH, FL 33141- 6644 WINDSOR Lano MIAMI BEACH, FL 33141- Date Fee Name Invoice Number: Invoice Date: Permit Number: Bond Number: CC -5 -14 -51656 May 21, 2014 CC -11 -11 -2060 2184 Comments: 05/21/2014 Temp /Partial CO Renewal Fee Fee Type Fixed Fee Amount $1,000.00 Total Fees Due: $1,000.00 Payments Date Pay Type 05/21/2014 Check Check Number Amount Paid Change 2472 $1,000.00 $0.00 Total Paid: $1,000.00 Thursday, May 22, 2014 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 -795 -2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Bldg. Permit No. Contractor KEN CONSTANTINO BUILDERS INC 9165 PARK DRIVE Miami Shores FL 33138- Not Transferable POST IN A CONSPICUOUS PLACE • April 15, 2014 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on April 19, 2014 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, • Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 9165 PARK DRIVE Miami Shores FL 33138- orary 30 days POST IN A CONSPICUOUS PLACE March 10, 2013 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on March 19, 2013 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, Vicki sch 305- 7?5-Sc -6 0 Miami, Shores Village Building Department MAR 1 O2014 10050 N.E.2nd Avenue, Miami Shams, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 7624949 BUILDING PERMIT APPLICATION BY • FBC 20 110 Permit No. \ k— 2.017.0 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: it05— Por..L. ay: Miami Skye County: Miami Dade Zip;. y FoneiPande: Is die &Mho Elstorladly Designated: Yes Hood Zane: OWNER: Name (Fee fridehomQ)E4A0V-14.. Li. Plenak, "/ 85 VI .0 Address: air p ..W1QCS SWIM Tzt, Tenant/Lessee Name: Phone. \42761. bet l &04111 CONTRACTOR: Company Name: aViarN, aVtChKr1",.1 tvisinegok) Ill Addle= 121-4P L city: rvtio....1:401. statc zp: I Qualifier Name: State Certification or Regimation P (MCA Lin Certificate of Competency #: Ornact Phone026 r-lar nir Email wrest DRUMM Archfteetanghater: Phone* Value of Work for thh Pero* $ Square/Linear Footage of Work: Type of Work MOM= CIAlteMtion aNew aRePairaeFlaco ODemolition Dena cltWorlo ■••■•MMIMINIMM........i,1■■•■•11,10.00 Color arts We: ......... . , ..... ........... . Submittal Fa II Permit Fee ccs's CO/CC 8 Scanning Fee $ Radonlee $ DBPR $ Bond $ Notary $ Ttalaingfilducadon Fee St Technology Fee $ Double Fee $ Structural Review S, TOTAL IME NOW DUE Banding Company's Name (if applicable) Bonding Company's Address Oty State Zip Mortgage Lender's Name (ff applicalde) Mortgage Lander's Address Oty State Zip Application is hereby made to obtain a permit to do the Work and installations as Indicated. I catifi that no wee* or inmalladon has commenced prior to the immance 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, BEATERS, TANKS and MR 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 constructkm and zoning. . • V, • ••••■• "WARNING TO OWNER. 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 EFFORDIplGy,OUR NOTICE OF C.9. MMENCirafidm Notice to Applicant As a condition to the issuance of a permit with an esdma; . edvalue proinise.**Vgaith that a copy of the notice of commenculuwirand construction lien taw brochu—ri whose property is subject to agationent. Also, a certried copy of the recorded notice of commencement for the first inspection which occurs seven (7) days after the bzdl4ng pf rimit inspection will not be approved and a rebsgmcction feet-441,1441k PiPatuni ' A .e.r. 4 sliziailio 0P50044101kmut must be delivered to the person be posted at the fob site of such posted notice, the Owner or Agent • 'The foregoi entwas acknowledged before me this 10) The foregoing instrument' was adonkiOid. *hien; Jim thisID day of March ,20a, by VI er-4 KeiSCh , day orftirth **ell anStiiiilf) whois pet:many known to me or who has produced iCenSte■ who lajsdrionalitlaldlin to me or who hm produced M t d e n t i ft a ll o i e f f i d a d d i t i r A l t o a t h . I t n identifitatk,u loystogcsocattg „ s Ica age '4' a ittg?. fifricor,..1:s..;,,-.4:#EE 224097 • Oct.' • P AUG, • NOTARY PUBLIC Bap: 'CO MISSION # 224097 09, 2016 44, oNNOTARY.com -04 VID(FIRES:AUG. 09,2016 wwW.AARONNOTARY.com NOTARY PUBLIC: Sign: • hint 1 Pi 'cc i CO 0 My Commission Expires: Sign: Print My GO:4a M±e0 • gloci Lai) up APPROVED BY Plans Faamdnar Structural Reiiew Zoning CANCER HEALTH PL Village of Mtat* Shores 2088 1,000.00 SunTi CANCER HEALTHCAREASSOCIATES PL Village of R1ii Shares 2/10/2014. 1,000.00 2088 1.000.00 1,000.00 A • • •'''.. -'..=,. ‘,..... 1 _ • 4, ," 4' . :1. ''.. -..,..'11,...., .,,,, t ,,,', .,. ztt, h''' ., 1:1,,•h t L 1,, .■ • Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC-11-11-2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision/Project <NONE> Date Issued 2/19/2014 II B Construction Type Occupancy Load 81 8,121 SQ FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138- Location Occupancy Load Building Officials Approval smae aranjo, Not Transferable POST IN A CONSPICUOUS PLACE Tsr• • ••-' 3V1: Miami Shores Village Bull Department 10050 N.E.2Hd Ate, Want Shares, Florida 33138 Td: (305) 795.2204 Fax (305) 756.8972 INSPECTION'S PRONE NUMBER: (303)' BUILDING PERMIT APPLICA. N Permit Type: BUflDI JoB ADDRESS: I (0C FBC20 Permit No., I I- I I -gQ O ,O Whisper Pt` NO. " ROOFING Folio1Par pe Is the Bulging Yes Miami Dade OWNER: Nara (Fee Simple Titleholder): MP J. • tnals `lc.,, .. ..�. Ass: Cityz wl $ . ktoGa st Te Name: W LC * .c. i Sth > . 171. -� J (216 71 Company e• �r�r� 1._ _�11, . l .� . ,� r., Ads: Qualifier Nom:. State Certification or Registration #. Cert&a*C of Competency 9: Contact Pbt DT GNER: Architect/Engineer: Email Address: Phonet Value of Work for this Perms $ Footage of Work Type ewe*: OAdditton 0Alteration Utew �-w �>� motion DeStriptIon arWork n Sid 111 nq lr 11C.� wa7 f Ana 11(1 as per wnsa zuki .- , VI °1 -i Ni t'O rY i_ S h ores . Tectak.LTa41 OP occareekn cer+i P,ccthQC . Corr thru tom• Subnaftal Fee $ Perms Fee $ C.CF $ . CO /CC $ Scanning Fee $ Radeffniel DBPR $ Braid $ Notary $ Traltdmaducatkut Double Fee $ Structural Review $ TOTAL FEB NOW DUE $ Bonding Company's Name (if ale) Bonding Company's Address City Tap Mortgage Lender's Nana~ (if ) Mortgage Lender's Address Gay State Application is hereby made to obtain :a pewit to do the work and installations =indicated. I 'y that now or stailr ion has paced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating wear m this Jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNAC;$,S, Ol ERS, 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 OCRs" YOUR FAILURE TO RECORD A NOTICE OF CO NT MAY RESULT IN • YOUR PAYING TWICE FOR IMPROVEMENTS : TO YOUR _ PROPERTY. IF YOU INTEND TtI 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 urpplicaan "must promise in good that. a copy of the notice of -and construction lien law brochure will be delivered to the person whose property is subject to atmclunent. Also, a certified copy of the recorded notice�of commenc a must be posted at ',with site for the fst inspection which occurs seven (7) days after the building permit is issued In the�rbsence of such posted notice, the inspection will not be approved and a reinspec fee will be charged. Srgnatme Owner or Agent The foregoing, Warman as acknow d before me this 19_ day of NOV , 2013 by NA Cki 1(et (n who is personally known to me or who has produced 'Signature Contractor �S The foregoing instrument was acknowledged before me this j 3 day of NOV . 20 i3, by ten c n-h O - _ why personally known to me or who has produced ti eenv e- As idenws why d oe a oath. �� rlY pV�ss� (a$$I Ca ,� NOTARY PUBLIC: it =COMMISSION #EE224016 E + ° EXPIRES:AUG 09,2016 �''„ a° . RONNOTARY.com 67 .a><1Si.%. 11; i it's * APPROVED BY • licence- NOTARY on and whro aia ta> an , i 6 :G yessica Ortega ' ,'� ; ; eCOMMISSI Q. ON #EE224097 �;�:aPIRs.A '• 20 • Print: MyCommission Expires: 0210q *******«************* *ate*** Plans Faami er Zoning CleCk Structuual Review (Revised 3/12l 0I2KRcvisea 07nQf07)(RevIsea O6(W2O l9X 3/l5IU9) November 15, 2013 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Perm i +* I 1 ' 11-aO1oD Please extend our temporary certificate of occupancy that expires on November 19, 2013 for another 30 days in order to complete the water main project. Sincere) Vicki eisch o`' l3. Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision/Project <NONE> Date Issued 1/19/2014 II B Construction Type Occupancy Load 81 Square Footage 8,121 SO FT. B 2007 FBC Occupancy Type Type OF Business MEDICAUPROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138- Location Occupancy Load Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranjo, CBO Miami Shores. Village Building Department 10050 N.E2nd Avenue, Afiami 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: (11(05' Pa,. *.,, "Dori V"e.... e JAN 1-544 FBC20 Permit No. l-- 2:)(0 0 Master Permit No. ROOFING City: Miami Shores Canty: Miami Dade Zip: 33, 31 Folio/Parcel#: Is the Building Historically Deed: Yes NO ✓ Flood zone: OWNER: Name (Fee Simple Titleholder. Address: 51 (iPS-Veu.r k•+ 1Ck- Fhone#:sc .J8 - city: M:a,r.; state:,,,. zip: 3'3,/ SA( • Tenant/Lessee Name: T Pte. Email: sib a l a,.. J' U t t s GJ 4 t. } 1 13 D . CONTRACTOR: Company Name: C1'1 CAr'1 J+ 4 it a Phone s., 3Z i) X103.. I l 1 1 Address: :- ' t.,. city: rnelbo v.( r41,_ State: (�t.... Qualifier Name, 0-% C.. ►adz,,. �.,:..� State Certification ar Registration #: c''2 0.A 19 11 ) Contact Phoneig2 as Phone* Certificate of Competency 0: 'tl +") i 3'7 Email Address: ...741 1•1 k.c b•.‘ • e„«... Phone#: DESIGNER: Architect/Engineer: Zip: 3 1901 Vahte of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition DAlteration DNew DRepair/Reilaoe DDemoytion Description of Work: Color thru tile: ************ ***** *************es«e ee********w* *****sssa ******* «a ********** 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' 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, MATERS. 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. "W ' ; G 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 NOTICE OF COMMENCEMENT."' Notice to Applicant :. As a condition to the issuance of a buildbhg permit with an estimated value exceeding $2$pp,., the' maim: must promise in good filth 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 theAibfence, of such posted notice, the inspection will not be approved and a reinspection fee will be. charged. Signature Signaenre Owner or Agent Contractor The foregoing instivmentwas acknowledged before me this day of , 20 _, by (� who is personally known to me or who has produced I feel/Se The foregoing instrument was acknowledged before me this_ V 1C -1 1'cS , day of ' 20 by Ken CC r ftJ ch n4) who is Personally known to we or who has produced As ides den •tviio diit'take �ati`c�b. �, ty.p.„e+s ' essica Ortega e�COMMISSION #EE224097 9' O EXPIRES: AUG. 09, 2016 01/4, AARONNOTARCcan c.C. NOTARY PUBLIC: Sign: Print My Commission Expires: O J ( I cCellSe as identification and who did take an oath. NOTARY PUBL � �e` Yessica Ortega ;' QoCOMMISSION#EE224097 ° k . P,, � �' 2016 f 'ia1J;" ,tirawarowit Sign: Print My Commission Expires: tlg *. ******«s*.. *.*.*« .:*****. * :. :..«.* «*..* *.* * *.*. *«. ems* *** * *.**.«.*..*«...... .*.. . APPROVED BY Plans Examiner Structural Review (Revised 3n2/2012)(Revised 07/10/07)(Revised 06/I 9XRevised 3/15/09) Zoning at • January 10, 2011 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on January 19, 2013 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.12 certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. Owner DEVINELLA LLC Contractor Subdivision/Project <NONE> Date Issued 12/19/2013 II B Construction Type Occupancy Load Square Footage 8,121 SQ FT. Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE CC -11 -11 -2060 KEN CONSTANTINO BUILDERS INC 9165 PARK DRIVE Miami Shores FL 33138- 81 B 2007 FBC Occupancy Load emporary 30 says Building Officials Approval r Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE Shores Village Building Department 90050 N.E.2nd Avenue, kliami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (30S) 762.4949 BUILDING PERMIT APPLICATION 9c. GE-, 1 o •3 FBC20(° Permit No. \ \- Master Permit No. Permit Type: BUILDING JOB ADDRESS: 9h0-5- ')r^ City: Miami Shores County: Miami Dade Falio/ParceW Is the Building Historically Demoted: Yes NO ROOFING Tap: 2311y Flood Zone: OWNER: Name (Fee ...4. TifleboldeQ)eJ v'Neot„4, L Pho goi) -7 ZS - r7 l7 Address: • 91 Ln 5 t 4, nr- Cite Pt"; e. S°1*-1vcs State: �K— Tenants Name: Email- \ 74 rD st4IN"t04,4-- Phone#: �= 37) % CONTRACTOR: Company Name: shy,i1r.4,, l Pon '430- 1 ")) t Address: 2'L-i L. )41 ‘..S CA.s . aty: bb .•a State: N, Zip: 3:t,.9li )1 Qualifier Name: ... C- �,",.% z.4%.— State Certification or Registration #: 122C A Mail Certificate of Competency #: Contact X321) illic• 2s 77 Email : 5y 1.a:. a ic.c ,b 1fv_ DESIGNER: Amhit gineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: • OAddition OA�lteration ONew DRepait/Replace volition Description of Work: IMNI Color thru tile: ** ****sssrs** *a*s• e*** *esst *e w**** ******its********ss * ***** ** ******** *' 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 ZiA 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, FURNAaiS, BOILERS, BEATERS, 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 42500, . 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 commenc.ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is it d in the p settee of such posted notice, the inspection will not be approved and a reinspection fee will be chbrged. Signat re Owner or Agent The foregoing instrument was acknowledged before me this day of .20_,by VI C 1 KetSCh , who is personally known to me or who has produced cenSz . As ide: i Y ?U ` o f audYes•s w:c ho did aega an oath. PUBLIC: ■4; COMMISSION #EE224097 ,°°� EXPIRE&AUG. 09 2016 ONNOTARY.com • Signature Contractor The foregoing instrument was acknowledged before inc this day of ..,, . 20 _ by ken COnSt-anbILZ who is pereonallflmown to me or who has produced L mi e- as identificaion and 'Who-did take an oath. NOTARY Sign: Print My Commission Expires: Yessica Ortega MI COMMISSION #EE224097 a_�_.1 API U 6 * ***** ************ **.:.«. ..******** ******* ****** *** *.. ** * * *** *** *** ««. ********.... . APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07 /10/07)(Revised 06/10I2009)(Revised 3/15/09) Zoning December 5, 2013 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on December 19, 2013 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, Vicki • ch CANCER HEALTHCARE ASSOCIATES PL Village of Miami Shores 12/5/2013 2076 1,000.00 SunTrust TCO Extension Dec 1,000.00 ropta} r , Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 e1: 305- 795 -2204 fax: 305 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Bldg. Permit No. KEN CONSTANTINO BUILDERS INC 9165 PARK DRIVE Miami Shores FL 33138- Not Transferable POST IN A CONSPICUOUS PLACE is fa r'r x = t,'I Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 331138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUIVIBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: r I Co PVC 20 10 Permit No. I k- 2-0(4o Master Permit No. ROOFING City: Miami Shores Folio/Parcel#: Is the Bum Historically Demoted: Yes NO County: Ali Dade r aap;33► flood Zone; OWNER: Name (Fee S' .. • le Tuleholder):' JJAG 0 %.0"Q, L D ' ri Address: 1 I 6 j G.. it_ ')r-' city: It Ai 4w ` .,:2,, State: Tenant/! Name: Phone#: Email. N/Lb C.(t Z 3C ( <.JZA)-, . - .C..+ -- CONTRACTOR: Company Name: 124Q✓1. +.SA An L Phone10. tiO • i Address: 2 -114.- \Ai s CSty: h"`@,. A— State: e l..-. QualifierNan e: gan. State Certification or' Registration #: C r3CA . q g - Contact Phon 21) ..,V31 Email Address: DESIGNER: Architect/Engineer: Zap: 320101 phone#: Certificate of Competency #: Phone#: Value of Work for this Permit:, $ Square/Linear Footage of Worlo Type of Work: QAddjtion. OAheaation ONew lace ; ODemolidon Din of Work: Color tiro We: s********** *seas ****** *e« s*a **** **+a + f+*s *****. Submittal Fee $ Permit Fee $ CCF $ Co /at $ Seaming Fee $ Radon Fee $ DBPR $ Bond $ Notary $ TYaininglEducatlon Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name f 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 won 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, BEATERS, 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. "W 0 G 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 $2Spp, the,applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss In thebsence of such posted notice, the inspection will not be approved and a reinspection fee Will lie charged. Owner or Agent The foregoing instrument was acknowledged before me this day of . ?A , by V%C* -4 sink , who is personally known to me or who has produced 1 i C ncs-e As identificalibb and who did take an Oath. :•$ °,Ge`° Yessica Ortega .g°- 4C0MMISSION #EE224097 EXPIRES; AUG. 09, 2016 •AARONNOTARY.com NOTARY PUBLIC: Sign: • Print My Commission Expires: Signature Cmltractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced Ile S\ J as identification and who did take an oath ,auu, NOTARY PUBLIC: ,° ® °��'v pie Yesslce Ortega : COMMISSION #EE224097 • Pia T PI' :A, 09, 2016 ct m Sign: Nut Oklagg i OD My Commission Expires: TARY.com ********* * ***** ****** **** ** ****** * ***** ******s :esss***** . Est ********* ************** **sa, APPROVED BY Plans Exam Zoning Structural Review Clerk (Revised 3n2/2Ol2)(Revised 07/30/07)(Revvised 06r10/2009)(Revised 3/35/09) February 10, 2013 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on February 19, 2013 for another 30 days in order to complete the water main project. Permit #11 -2060. Sincerely, Vicki eisch 305 -'? ii5--- -gc19 p CANCER HEALTHCARE ASSOCIATES PL Village of Miami Shores 2/10/2014 SunTrust february tco 2087 1,000.00 1,000.00 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8872 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision/Project <NONE> Date Issued 10/19/2013 Construction Type II B Occupancy Load 81 8,121 SQ FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAUPROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138 - Location Occupancy Load Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE Ismael Naranj , CBO a /ice 4/44)0s-/ le# e0Ccoii. -13 �a. 3 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: t S �� "� ICEC ; V i SEP 13 20i3 BY: FBCZO1)D Permit No. Master Permit No. Cat- ° C� ROOFING City: Miami Shores Folio/Parcel#: County: Miami Dade Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): fi 1.�. L e i' 8 g. Phot; Address: �7 r- City: 5 \ / _ State: Tenant/Lessee Name: Y ,QLA .S ejL,. Zip: 3 j< Phone#S —7235—g Vi) Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier. Name; Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Ph Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteration ONew ORepair/Replace Description of Work: 3® —�(i. l� C / volition Color thru tile: ** *** * * * * ** * * * * * * * * * * * *** *** * *** ** ***F * *** * *** ** * * ** * * * ** * ** * *** * * * *** * * ***** * ** 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 $ L COO . C� 1 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 iss d. In the ' •sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing instrument was acknowledged before me this 13 day of , 20 a, by ViCi4 Minch who is personally known to me or who has produced license. As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Yes PUee,I. • Sica Ortega i,�i sCOMMISSION #EE224097 • l'ES:AG.09,2016 leSsica My Conunissi n Expires: O D I IA 1214'0 * * * * * * * * * * * * * * * * * * * * * * * *** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this 1 " day of Sept • ,20�,byKen Co tsizal who is personally known to me or who has produced as identification a i yyh o did take aoaa h cqe essica Ortega "fefiCOMMISSION#EE224097 eer EXPIRES:AUG.09,2016 ONNOTARYcom Print: lieSS' Ca.. - •'� i NOTARY PUBLIC: Sign: My Commission Expires: 0 g 1() 1 01 3 ******************************************** * * * * * * * * * * * *** * * * * * * * * * * * * * **** Vito ! Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012XRevised 07/10/07XRevised 06/l0/2009XRevised 3115/09) 0 September 11, 2013 To: The Village of Miami Shores Building Dept. From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Please extend our temporary certificate of occupancy that expires on September 19, 2013 for another 30 days in order to complete the water main project. Sincerely, Vick' .K ssch ifei liwi -Dade County Building Department e- Permitting Search: 171 %aril Ida t C. q o v; Page 1 of 1 Permit Inspection Histo Permit Number: 2012024915 Inspector Name: MC. COOK, MICHELLE Request Date: 05/02/2013 Inspection Type: FIRE FINAL Inspection Date: " 05102/2013 Disposition: LAPPROVED Result Date: p5/02/2013 Clerk Name: MC. COOK, MICHELLE Inspection Time: 0 Comments: inspection Cmts: Click here to see inspection comments.. Inspector Name: MC. COOK, MICHELLE Request Date: 05/01/2013 Inspection Type: FIRE - INSPECTION COMMENT Inspection Date: 05/01/2013 Disposition: FIRE- COMMENTS ONLY Result Date: 05/01/2013 Clerk Name: MC. COOK, MICHELLE Inspection Time: 0 Comments: Inspection Cmts: Click here to see inspection comments. Inspector Name: MC. COOK, MICHELLE Request Date: 04/29/2013 Inspection Type: FIRE FINAL Inspection Date: 04/30/2013 Disposition: APPROVED PARTIAL Result Date: 04/30/2013 Clerk Name: FIRE WEB APPLICATION Inspection Time: 1221 Comments: Inspection Cmts: Click here to see inspection comments. Inspector Name: MC. COOK, MICHELLE Request Date: 12/17/2012 Inspection Type: FIRE FINAL Inspection Date: 12/18/2012 Disposition: APPROVED PARTIAL Result Date: 12/18/2012 Clerk Name: FIRE WEB APPLICATION Inspection Time: 1328 Comments: Inspection Cmts: Click here to see inspection rromments. Inspector Name: GARY, DIANNE Request Date: 12/14/2012 Inspection Type: FIRE FINAL Inspection Date: 12/17/2012 Disposition: REJECTED NOT TO CODE Result Date: 12/17/2012 Clerk Name: FIRE WEB APPLICATION Inspection Time: 1224 Comments: Inspection Cmts: Click here to seoinspoction comments. Outstanding Categories /Completion Holds Permit Status INSPECTION HISTORY INQUIRY SUCCESSFUL (NO MORE ENTRIES) Page: 1 BLDG Home Paae I BLDG Main Menq I BLDG Permit Menu I BLDG Plans Processina Menu I Inspection Types I Address Format Home I About I Phone Directory I Privacy I Disclaimer E -mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. http : / /egvsys.miamidade.gov:1608 /W W WSERV /ggvt /BNZAW962.DIA ?PERM= 2012024... 9/16/2013 Certificate of Occupancy Miami Shores Villa e 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision /Project <NONE> Date Issued 9/19/2013 Construction Type II B Occupancy Load 81 8,121 SQ FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138- Occupancy Load Temporary 30 days Not Transferable POST IN A CONSPICUOUS PLACE 4 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: (30S) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: CM, Dr° FBC 20 10 Permit No. Master Permit No. 1 ---2-c)(42- ROOFING City: Miami Shores County: Miami Dade Zip: 331 3 Folio/Parcel* Is the Building Historically Designated: Yes NO V.. OWNER: Name (Fee Simple Titleholder): V . Phone+i 3 d ) -7'$S -.$ 5 gD Address: 91 ter s (P00- City: KA. t e�. .��r,JPe..1 State: Tenant/Lessee Name: Flood Zone: Email: V 1pc..A S rD nom ° Zip: e31 U 8 Phone#: t CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: 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: DAddition. DAlteiation ONew ' /Replace {]Demolition Description of Work: ) �o -e� \St CYa�)( l J Color thru tile: •******* * * * * * ** **********ss*s ** * ****e «s * **s * ** ******** ** * * *** *toss **** ****** ***** * ** 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the ibsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing l instrument was acknowled3ed before me this � day ofCake( ,20 a,by \I or-4 Keisch who is personally known to me or who has produced I tCence As identi ration and who did take an oath. '$AYP /Q � i Iessfca Ortega NOTARY PUBLIC: • h : +coMMissioN #EE 224097 %?ir :o. o, EXPIRES: AUG. 09, 2016 • Sign: 1061/01A—, Print: ctessi Ca Or I 41NNOTARY.com My Commission Expires: og 1C 1 act 1D * * * * * * * * * * * * * * * * * *** * * * * * * * * ** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this] day of CdV Zrr , 20 L by min Corson-1-00 who is personally known to me or who has produced lice c- as identification and who did take an oath. °4 rp sN Yessica Ortega NOTARYPUBLIE;� ;DECOMMISSION #EE 224097 it WWI 2016 RY.com Sign: i (6' �:.:.. .� Cr Print: ' ye: si ca. C My Commission Expires: o8(oQl ► * * ** * * ** ******************************* * * * * * * * * * * * * ***** * * * * * * * * * * * *a* Oil/3 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07 /10 /07XRevised 06/I0t2009XRevised 3/15/09) • CHCA Cancer Healthcare Associates October 17th, 2013 OCT 18.2013 Attn: The Village of Miami Shores Building Dept. 10050 NE 2 Ave Miami Shores Village FL 33138 Re: Devinella, LLC Radiation Oncology 9165 Park Drive Miami Shores, Fl 33138 We are writing to kindly request an extend on our temporary certificate of occupancy that expires on October 19th, 2013, for an additional thirty (30) days in order to complete the water main project. Please feel free to contact me at 305 -545 -6685, should you need anything further. Sincerely, cki Keisch Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores L, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC <NONE> 8/19/2013 t Subdivision/Project Date Issued II B ¢• Construction Type _ Occupancy Load 81 8,121 B 2007 FBC Square Footage 121 SQ FT. Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138 - Location Occupancy Load Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE CANCER HEALTHCARE ASSOCIATES PL Miami Shores Village 10/17/2013 1959 1,000.00 SunTrust TCO Extension 1,000.00 PRODUCT DLTIO4 USE WITH 91863 ENVELOPE 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) 7614949 hF e� AUG 1 6 20i3 • 3 FBC20 BUILDING Permit No. CCt1 941..CX0 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: 9l (j Pk_ vtd, ROOFING City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes \A c:AtA% K-6■3e,1-) l Zip: ) 31e NO Flood Zone: Phone# 8 9 /0 OWNER: Name (Fee Si le Titleholder): Address: s off L d— City: a Del Die n Tenant/Lessee Name: Email- 410 be, ti 3 o-v' - State: Zip: '79 / 3 Phone#:( CONTRACTOR: Company Name: Ken C. s 1 ozit ii Address: 224 W. 4-Ii b i Sc u s City: Me Ibeu.rne state: 036 64 4 Qualifier Name: Men Cons+44rtiero State Certification or Registration #: CQi4A 1 ei 89 Contact Phone#$21 - S 7 Phone#:321. 403.111 I zip: 32510 I Phone#: Certificate of Competency #: 3 Email Address: Sj IV s 4 Kcal n• Cton DESIGNER: Architect/Engineer: Phone#. Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Addition °Alteration Description of Work: °New ORepair/Replace °Demolition Color thru tile: ******* *** * * * *** * *** * ******** *** **** ** ** s1► * * * ******** ** ** ******s.* * * *« *** **** ***s Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Seaming 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 properly 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 issues In the absence of such posted notice, the inspection will not be ' roved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this I CO' day of 20 la, by VI('4 h , who is personally known to me or who has produced I tCtflS€ As idernifi'catiokand'`who did ° take an oath. tiis NOTARY PUBLIC: s °o� `Y up.. Yessica Ortega ,`COMMISSION#EE224097 P1RES:AUG. 09, 2016 ONNOTARY. Sign: Print: My Commission Expires: 0gt0 q p i . '.. * * * * * * * * * * * * * * * * ** * * * * * * * * *** *** ** * * * * * * * ** • APPROVED BY '/) P re f Contractor The foregoing instrument was acknowledged �before me this o,. °4.20 I by �f t CO�f�"flt) d#y of who is personally known to me or who has produced I Wen as identification and who did take an oath. u Structural Review (Revised 3/12/2012)(Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC:=aot` � C MMISSION#EE224�097 T9' ^`' °:EXPIRES :A9 2 ✓I10UG. 0' TARCcom Sign: Print: LiC t4 • a0 f(i0 n My Commission Expires: r�(11 W r , Zoning Clerk 4 August 15, 2013 To: The Village of Miami Shores From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Dear Mr. Bruhn, Please extend our temporary certificate of occupancy that expires on August 19, 2013 for another 30 days in order to complete the water main project. Sincerely, Vicki Keisch Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 -795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision/Project <NONE> Date Issued 7/19/2013 Construction Type II B Occupancy Load 81 8,121 SO FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138- Pwrimmax Locator Occupancy Load days e oa Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE VIE b IKNRA 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 FBC201O Permit No. Master Permit No. C-C-1 I --La.0(C Permit Type: BUILDING ROOFING r( r - L JOB ADDRESS' ,,- 12) r t."—..J.-c_ City: Mani Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone:. OWNER: Name (Fee Simppllee Titleholder): r . l 1 G�. 1•.t•. C pho � , Irs- -• H 9 o Address: t (pt�� "Pork City: t 0. . �u'5 State: rt-.. a' Tenantl�Name: l phone#. Email: &n 3 b-e. t t A JN . CONTRACTOR: Company Name: ¥t C U n$ 4-1\4.) Address: 22.,E W • kms erns City: Vt,t,i IR.k+Q.- pho 2J 9o3- - t % State: Qualifier Name: �� C'�+�'-�c.� —c ph 'State Certification or Registration #: C °t ?'t 1 Certificate of Competency #: Contact phone.: 32-` -? 27)- --.1-4? ^--$' 3 Email Address: St (v ta. IC.e. b % • ut•••• DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition Description of Work: Zip: O ■ DAlteration tTkeiLita 41. 144 ONew n eS r Al COIOT thri tik' ORepair/Replace It x lla . i PDemolition ******** * * * * * * * * * *** * * ***** * * * * * *** * * ** gees************* * * * * * * * * * * ***** * * * *** *** * * * * * ** c� Submittal Fee $ Permit Fee $ , CCF $ CO/CC $ � g7 Sawning Fee $. Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ [ 0 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 EN 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. ti Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 1 day of , 20 3 by Vi C(LL Kcl sch who is personally known to me or who has produced I 1 ce nse.. As identification and who did takean oath. OVAYesslca Ortega s�a� C,n NOTARY PUBLIC: _ _ : 1�1 :":CORAMISSION #EE224097 �2 ;; r4 "' "0 EXPIRES :AUG. 09, 2016 Sign: I, 46 1114AT Print: 1 t!►` L AA My Commission Expires: 571 q Signature Contractor The foregoing instrument was acknowledged before me this ��.�I day of Ju � i , 201 , by K8 n �,(jp a l`,i ' i 1 nr who is personally known to me or who has produced I iced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: gig II/44a Yessica Ortega •::1COMMISSION #EE224097 ✓��00;s° EXPIRES :AUG. 09, 2016 ''. WWW.AARONNOTARY.com 014, **************************************************************************** * * * * * * * * * * * *** * * * * * * * * * * * * * * *a* APPROVED BY Structural Review (Revised 3/I 22012)(Revised 07 /I0/07XRevised 06/102009)(Revised 3/15/09) Zoning Clerk July 10, 2013, 2013 To: The Village of Miami Shores From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Dear Mr. Bruhn, JUL 11 13 25.._ Please extend our temporary certificate of occupancy that expires on July 19, 2013 for another 30 days in order to complete the water main project. Sincerely, Vicki Keisc e ! °'`�`�� ',, fi - -�'� d�y��ii �� ':L & d" •, 4�+ufi�Gy •�'`R` � F �k'�`a �' .��f � — . "". Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC Subdivision/Project <NONE> Date Issued 6/19/2013 II B Construction Type Occupancy Load 81 8,121 SQ FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138 - Location Occupancy Load i emporary 30 days Building Officf`aIs Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE 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: ! I 1,5**' (Par- L Dr1 `CZ, FBC 20l /,,;� Permit No. CC} I I 2- A� 6Z Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: 'x'1'3 4 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): d.)'s t net \ Address: to V19 i te r' L City: IAA a t (13. ra_pi State: -- C Tenant/Lessee Name: \ C.A.A. J bell 1 Email: v 6 a 1, 0,1$ ' bQJl sn LA, 1 CONTRACTOR: Company Name: r ' C O n1r frcr\ &4 % l J w Phone4( 9t)'12S 2-2 31 Phoned g us) - 8 °� W Zip:3"Sit't1 P h o n e # : O D a) '7 SS —8,10 Address: 221 Ni4 Rl 61 SC L4.1 3 i f4 , City: Me 1 &i,-,e.. State: Pe— Zip: O2 Qualifier Name: Phone#: 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: DAddition OAlteration Description of Work: UGC ONew ORepair/Replace ODemolition Color thru tile: 6/2/ -ys ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F ************* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** //)� o0 Submittal Fee $ Permit Fee $ G/C------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 f 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 CONDMONERS, ETC OWNER'S A}FIUAVIT: 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 appxoved and a reinspection fee will be charged. Signature L,U wner or Agent The foregoing instrument was acknowledged before me this .3 day ofTUAC ,20 is, by V%c i ?AtQbouS �whois�personally known to me or who has produced 1 dei+� " $ l Q a 1 t 0 n CLj,(CIAs identificatjpp and who tiid take an oath. '• "0° Yessica mega e °pRYPV°e NOTARY PUBLIC: z°'' ;a *- sCOMMISS!'Y :4EE224097 ,9' AUG. 09, 2016 )F t .AARONNOTARY.cam t= 7b Sign: Print: My Commission Expires: dg) 0g I (Signature Contractor The foregoing instrument was acknowledged before me this 3 day of Ott.YISZ, , 20 (3, by who is personally known to me or who has produced Idetyli- -citation C0i'()as identification and vim did take an oath. a� �yat +� Y pess ca Ortega NOTARY PUBLIC: :i :c C0MM1:'S1CiJ EE 224097 e° " EXPIRES: AUG. 09, 2016 AARONNOTARY.cam Sign: Print: My Commission Expires: cg *MN******** *8+ k**tb*+ h+ Btk*** ****& ******* ***th*+ R*+ R*****B***+N***************N ***# ******* *tk+ k***** tk ***tkB*+Ntk*4+k*tFM**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) June 5, 2013 To: The Village of Miami Shores From: Devinella, LLC Re: Extension of TCO for 9165 Park Drive Dear Mr. Bruhn, Please extend our temporary certificate of occupancy that expires on June 20, 2013 for another days in order to complete the water main project. Sincerely, Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 -795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Commercial Construction Bldg. Permit No. CC -11 -11 -2060 Owner DEVINELLA LLC Contractor KEN CONSTANTINO BUILDERS INC <NONE> 3/19/2013 Subdivision/Project Date Issued II B Construction Type Occupancy Load 81 8,121 SQ FT. B 2007 FBC Square Footage Occupancy Type Type OF Business MEDICAL/PROFESSIONAL USE 9165 PARK DRIVE Miami Shores FL 33138 - Location Occupancy Load ,07-72.770:7 Building Officials Approval Norman Bruhn, CB0 Not Transferable POST IN A CONSPICUOUS PLACE 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: 1 ) CdC�,°' !k- �✓ r ` City: Miami Shores County: Folio/Parcel #: . 1 - 3 .10 iv - l 1 4 -1 �S C Is the Building Historically Designated: Yes FBC 20 Permit No. CC J 1 `^ Q,D Master Permit No. ROOFING Miami Dade Zip: .1.7r3 / 3g NO � Flood Zone: 4tr\l, Phone #4, -) 9 3 OWNER: Name (Fee Simple Titleholder): E' \i k n e ` ` O L LC Address: L(6(4 `f L n City: V v ` / C ; 7) 'C1 C A State: Tenant/Lessee Name: ' ..I 1 C !C 1 L Email: \I b �g��ts 1 1.1 fi, c:. �- � Zip: 3'3/` �7 Phone# rriz )) CONTRACTOR: Company Name: k <2I C C f\ ±C ,,-h. CtS Phon Address: 2- Z d J 1-- 5. LLB J -11 \i k City: 'f'l 2 I b State: rt- Qualifier Name: C Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: S ) e_ )�cb, -, • c.cw� DESIGNER: Architect/Engineer: Pct..— ( C _ (. j Phone43 S 2- Y — 303 7 l> ! 2 2f'3`7 Zip: "2-c j U Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Addition °Alteration °rNew °Repair/Replace °Demolition Description of Work: R c f ()\ C c ik l �� •e t�� « T('D Color thru tile: p((461 W *r* * * * * * * * * * * * * * * * * * * * * * * * ** ee * 7********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal ee $ 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) N ) P Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) q''1 A /,I_ Mortgage Lender's Address �� I / � � 'r '`- c4,-- City State 1'>(-- Zip "a3) 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 .��_ Owner or Agent The foregoing instrument was acknowledged before me this 13 WWII day of , 2013 , by Vl Cli I 1 ISCk , who is personally known to me or who has produced Cl license As identification and who did take an oath. ,.t;k2. ,a Yessica Ortega NOTARY PUBLIC: ° COMMISSION #EE 224097 .9 EXPIRES: AUG. 09, 2016 E Sign: i('�� WWW.AARONNOTARY.com � � � Print: lea Or My Commission Expires: Og 10a) The fo, day of i who ersonallS' known to go g ins Contractor ment was,., kno ged befj n tLd1t&o r who has produced as identification and who did take an oath. NOT ' UBLIC: Sign: Print: My Commission ****** * * ** *** k**+ k# *+ b*** *** * * *NN+k****iMY***+Y********W******W****+►gyp**** ****+k** $s* k3 Plans Examiner APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) V.CUB0.lOS a "' ". Public - State 9 015 Notary 23.2 • �� \' ` � Comm Sep My m Expires isslon # EE 128810 r 444 Bonded 'through National Notary Assn. It+ +ssAtk ***** * * * ** Zoning Clerk March 1, 2013 To: Village of Miami Shores From: Martin Keisch, MD RE: Temporary Certificate of Occupancy 9165 Park Drive Dear Mr. Bruhn, We are writing to ask for another 90 day extension of our temporary certificate of occupancy since we are still in the permitting process to complete the required water main project. Enclosed is a check for $500.00. Sincerely, Martin Keisch, MD ■ ... ... _ ".; ::a 444,4, :entt,,:'.. Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Contractor KEN CONSTANTINO BUILDERS INC 9165 PARK DRIVE Miami Shores FL 33138- iman Bruhn, cab e' POST IN A CONSPICUOUS PLACE CHCA Cancer Healthcare Associates Martin Keisch, M.D. Radiation Oncologist Di,lomate American Board afRadiology Cedars Medical Center 1400 N.W. 12th Ave. Suite 104 Miami, FL 33136 December 15, 2012 To: Village of Miami Shores From: Martin and Vicki Keisch, Devinella LLC, 9165 Park Drive Re: Temporary Certificate of Occupancy TCO To whom it may concern; We are aware that we will be granted a Temporary Certificate of Occupancy for 9165 Park Drive on the basis that we will complete the water main project as agreed to with Miami Dade County. We understand that the TCO is good for a period of 90 days at a time and we must renew it prior to its expiration and therfees involved with each renewal. Thank you, Vick' Keisch a /\11e 4/.-, 15 c, a 1.1 r2-- kPr xkili ILDING PERMIT APPLICATION FBC 20 okkMiami 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 RECEIVED NOV 0 7 2011 BY: Permit No. Master Permit No. CC i r — 2- C Permit Type: BUILDING ROOFING OWNER: Name (Fee SimpleTitleholder): p<< Phone #: 3 Os- 7'S`O trio Address: 4. ti 1 ��- City: k' - - - / e State: F Zip: 3 3 / Tenant/Less�/ee Name: Phone#: V Email: b tL 1 A.. b b t 5 (P�S b I( 5A ,1 y k• K JOB ADDRESS: "L l te"S I Or- City: Miami Shores County: Miami $de Zip: 3 3 183 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: f t"C (Si (vk f 2 di 1I. 81011 0 (Phone #: so g? Address:` 2.% 4) • to ksis fit* S /O I i/ stk i.� �' City: i '&e I b Me-{- tt 4r-. F• I D /�State: L Zip�1 5af Qualifier Name: )< 1 itt. -1-4.- L. (t aL..L - I k Phone#:3Al— t1084 7// State Certification or Registration #: G L4 I R 8 1 7 Certificate of Competency #: Contact Phone #:, 2 (• (a $ 3 7 yE�mail Address: s ! D out_ ��}-� t i 10 t . �(7 m._ +�s DESIGNER: Architect/Engineer: M4 k A. 1k t hall i ➢1 i k:4 Phone #: 3 Q,S'• 7.sq .d131p Value of Work for this Permit: $ 88 5.17 , 00 Square/Linear Footage of Work: Type of Work: OAddition Alteration ONew DRepair/Replace Demolition Description of Work: rL F d' 0bki t'l 1).) nit 0 T $ S f 6(4 (44 /A/c Submittal Fee $ $900— Permit Fee $ 36J / CCF $ CO /CC $ Scanning Fee $ 03' _co Radon Fee $ *3C1 I/ •Si DBPR $ .J�� Bond $ Notary $ Training/Education Fee $ Q 11 • Technology Fee $ 10.8° ° 0 Double Fee $ Structural Review $4)." 'i�� - . , TOTAL FEE NOW DUE $ ar 31 H r X'�+` (,O t a tso 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 sta dards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FT.F.CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: "1 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. ' • a "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 Y to •OBTAIN FINANCING, CONSULT WITH YOUR ,LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMM ENCEMENT: ' • - 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 tvill'nott be approved and a reinspection fee willbe charged • • . Signature ^ Signature The fore day of who is.pe (o2 Owneror Agent ment as 29 1 by ed b this foregoing instrument was acknowledged befoxe me this ay of [ , 20.4, by . -P 4L� o is`personally'known to .me or who has produced CoptraCtor .4 e or who has produced ntification and who did take an bath. as identification and who did take an oath. NOTA PUBLIC:, NOTARY PUBLIC: i / c Sign: u 1 l / u / Sign: Print: 0oeo�ooi0°�0�y Print: ae b 1 My Commission Expires: >"' c •`'` $Se ;�e a�14# My Commission *00_ o00.sa s' • �4 * * * * * * * * * * * * * * * * * * * ** _,..' , *********O************************************************ APPROVED BY �' I Plans Exarm� // / // 7 e Notary Public State of Florida My Commission EE027518 Expires 10/15/2014 t % YSyt/itofufeReview Pcii# (Revised 07 /10/07)(Revised 06 /10t2009)(Revised 3/15/09) Zoning Clerk MIAMI -DADE miamidade.gov Water Supply Certification Number..530 -A 21175 Water Supply Certification Issued Date:05/29/2012 Building Process Number: Applicant: Same Re: Adequate Water Supply Certification Water and Sewer PO Box 3$0316 • 3575 S. Lejeune Road Miami, Florida 33233 -0316 T 305 -665 -7471 JU N 14 2012 Owner /Agent: VICTORIA KEISCH Organization: DAVINELLA, LLC 6644 WINDSOR LN MIAMI BEACH, FL 33141 The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Project Name: DR KEISCH MEDICAL OFFICE Project Location: 9165 PARK DRIVE Miami Shores Previous Use:8121 SF OFFICE Proposed Use: 7329 SF MEDICAL OFFICE Previous Flow: 406 (GPD) Total Calculated Flow: 1,466 (GPD) Reserved Flow: 1,060 (GPD) The Department has evaluated your request pursuant to Policy CIE -5D and Comprehensive Development Master Plan and Limiting Condition No. 5. of the South District Water Use Permit Number 13- 00017 -W. Based on its review of all applicable hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied date of issuance of said certification. If an Agreement is executed for the proposed remain active with the terms of the Agreement until such time as the building permit permit is applied for in accordance with the aforementioned conditions, this certification building permit process. WS -2C in the County's Florida Water Management information, the Department for within 365 days of the project, the certification will is; applied for. If a building will remain active with the Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Also, be advised that the gallons per day (GPD) flow reserved herein is for water certification purposes only and may not be representative of GPO flows used in calculating connection fees by the utility providing the service. Should you have any questions regarding this matter, please contact Maria A. Valdes, Chief, Comprehensive Planning And Water Supply Certification Section, (786) 552 -8198 or via email at mavald@miamidaide.gov. Sincerely, Comprehensive Planning And Water Supply Certification Section. FDAFO7C7- 15EF- 47C2- AA82- CD2782A175BA Water and Sew Miami -Dade Water and Sewer Department New Business Office P.O. Box 330316 Miami, Florida 33233 -0316 3575 South LeJeune Road, Room 114 Miscellaneous Charges IN ACCOUNT WITH CANCER HEALTYHCARE ASSOCIATES PA 1400 NW 12 AVE Miami, FL 33136- REFERENCE INVOICE #: 138418 June 08. 2012 1 58032 - DATE: CUS77D: PeopleSoft Acc! ID#: Building Process ti : X REC FEES FOR AGREEMENT DESCRIPTION QTY GPD 1 Recording Fee - 1st Page Only 18 Recording Fee - Per Page after 1st — DESCRIPTION 7rigina/ /voice 1394 /6 Printed On 642012 By : Manuel Otero G/L CODE 332304 -EW101 332304 -EW101 ER WATER: ER SEWER: AGMT ID: CIS ADJ UNIT CD PRICE 10.00 8.50 TOTAL: WATER DEPOSITS: SEWER DEPOSITS: INVOICE NO. 139416 TOTAL: N/A N/A 21175 AMOUNT Distribution: White- Ctatomer, Yellow- General Office. Pink-Local Office, Gold-New Business 10.00 153.00 $163.00 $0.00 $0.00 $163.00 • DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Miami Sh,ore3 /lags_ DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DACQUISTOD OMIAMISHORESVILIAGE.COM File Number: PZ- 8-11- 2011258 Property Address: 9165 Park Drive Property Owner /Applicant: Address: Agent: Address: Devinella LLC 6644 Windsor Lane, Miami Beach FL 33141 Mark Campbell 373 NE 92' Street, Miami Shores FL 33138 Whereas, the applicant Devinella LLC (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 & approval for site plan and change of use; Doctor's office. Whereas, a public hearing was held on May 26, 2011 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 Miami 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: 1) Approval is for a doctor's office and not for a clinic. 2) Approval is granted to expand a doctor's office by 5,329 square feet to create a 6,329 square foot Doctor's office with an additional 1,000 square feet of general office. The Doctor's office may be expanded throughout the building to 7,329 square feet provided the applicant provides 36 parking spaces on site or through a lease agreement acceptable to the planning director. DO PZ -8 -I 1- 2011258 Devinella LLC Page 1 of 2 • 3) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit. 4) Applicant to obtain all required building permits before beginning work. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (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. The application with conditions was passed and adopted this 22nd day of September, 2011 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes C1 2; Date DO PZ -8 -11 -201 1258 Devinella LLC chard M. Fern dez Chairman, Planning Board Page 2 of 2 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 C //- 2 4e, Job Name '/A , CRITIQUE SHEET a AL `Pi- ,A41- P s&hle`PGs s.v 1 / /134 - * a a.0' }} h9v biz A:/b/i-k- MfrA/ (' N a' D PA-A.1 0A /ee, Y IVIiamp S Viviage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: CC I (. - I (• ( DATE: I I . 2 (, ( ( P ❑ Contractor ❑ Owner architect Picked up 2 sets of plans and (other) C t Cbu r Address: °� ((, From the building depare on t i date in order to have corrections done to plans And /or get Countyi stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departm 'continue � ,R� '- g'.cess. Acknowled PERMIT CLERK INITIAL: RESUBMITTED DATE: 2- (I 0 2 c21 PERMIT CLERK INITIAL: Permit No: 11 -2060 Job Name: February 24, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide approval from Miami Dade County DERM. 2) Separate permits will be required for parking lot, roofing, painting ect. 3) Corrections must be made for Plumbing and Structural. 4) The wall legend refers to the wrong flags for rated walls. 5) Provide the geotechnical report identified in the structural notes. 6) Provide a special inspector form for the soil improvement. 7) The wind load design criteria and calculations are incorrect. Miami Dade County requires ASCE 7 -05 146mph EXPOSURE C. Provide new calculations and correct all wind loads for cladding and structure. Calculations are still wrong. 8) The foundation plan on S-1 does not identify or show the foundations. Provide a complete foundation plan. Show the foundation location on the foundation plan the same as other foundations on site. 9) The new 8" masonry wall requires a minimum foundation per FBC1891. The foundation detailed does not match the construction, as shown the foundation will be elevated above the garage floor. Provide the elevation of the top of foundation at new wall and revise detail. 10) Identify the alterations to the existing masonry wallsincluding columns, beams, reinforcement, size, and location. 11) Provide a column schedule that includes concrete columns. Provide a beamschedule that includes masonry alterations. Note: Vault details are acceptable. 12) Details do not match the notes showing required ACI hooks at foundation and slab. 13) Provide truss plans from a specialty engineer. 14) The roof framing plan must include uplift, gravity, connections and all permanent bracing (lateral support and restraint) of all trusses. Please see FBC 2319.17.2. You did not read this section. 15) The notes for trusses show the wrong design. The trusses must be designed per FBC 2319.17 16) Provide a special inspector form for the masonry and required test. 17) This structure is a level 3 alteration which requires new and altered structural members to comply with the FBC. The FBC HVHZ requires masonry to be reinforced. FBC 2122. The FBC Ex Code 807.52 requires that structural alterations exceeding 30% of the floor or roof area require an evaluation and analysis demonstrating that the existing structure complies with the FBC wind loads (ASCE7 -05 146 MPH Exposure C. The minimum requirements to meet the wind loads for exterior walls are reinforced masonry. FBC 2122.2.2 18) The minimum requirements for masonry construction to meet the wind loads requires that the roof slabs be anchored to the walls /masonry FBC 2122.6.4 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 newrevised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 PERMIT #: /4ic apavLe o Contractor o Owner A chitect Picked up 2 sets of plans and (other)((" ts Address: _ t 16 S v- 0 (24 From the building . on this date in order to have corrections done to plans And /or ge ounty stamps. I un'erstand .f the plans need t • brought back to Miami Shor: Village Building Depa Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 305) 795.2204 756.8972 RECEIPT DATE: 5 " I `Z .5- It) C c'4'I fli Fi- �s PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: PERMIT #: I ' 1--a(o o o Contractor o Owner hitect Miami S Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: ' Z6 • 12 ked up 2 sets of plans d (other) Address: (6 .- - , c 0/1-(64& From the buiading department n this date in order to have corrections bet County stamps. 1 u � de . tand that the • ,_ ons done to plans -ns need to be brought back to Miami Shores Village Building Dep ent to co, inu- • - ► -Min. process. ./e/-.41 Acknowle PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 Permit No. 1l " 1** v G O Job NatnP• Ir g tl t H Date t 1 /tg /jt STRUCTURAL CRITIQUE SHEET it s 0.y a J$ oy _t • ora9neie. to. v Cie 4 d,mey h or Vey. Fiona,, . o/ ex/4 roop P 1 )iroof 011 Sec• S 3.0. 3/ -' Mark TYotcm. . Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. II -24,6c Job Name Date - /6' STRUCTURAL CRITIQUE SHEET W c'N D P( &3 v4- 75 A-12E t[ -i to ta3 CA-Les 4) IVeI D DIC RI W -1P-o 100 +J E>✓ D f f ? -r - D Pigs a-€s -p w i 10 04 Los S 4494E Ili vs — ©S VNIP -- eAtt, es - P floe c' D o-Nf P itoov C f E A- CD rtP c36---re A `i s 1's r€ rfk-r rte D elk!' "rtt s V ilerierki ' JOT dC-1 /8— 0`3" P 'e- 4 -4-44 -jP rE e E ® S°o v e'e' ‘14- P L -A- 4244\ -p F -P Q 4 r ( f e l t ' CB W E • r'e d- giro F e-CaArrs.3 gto P Di nrC, 3 r.wk w & t T D -A-F4elt ft 4-5164- e -rlcP7 (S in&soef Permit No: 11 -2060 Job Name: November 18, 2011 Miami Shores Vuiage 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) Provide approval from Miami Dade County Fire Dept. 2) Provide approval from Miami Dade County DERM. 3) Provide approval from HRS /DOH/ 4) Provide a receipt showing impact fees are paid to Miami Dade County planning and zoning. 5) Provide all permit applications prior to any further reviews. 6) Separate permits will be required for parking lot, roofing, painting ect. 7) Corrections must be made for Plumbing, Electrical and Structural. 8) The plans identify the level of alteration as a level 1 but this is a level 3. 9) Dimension the floor plan showing the sizes of all corridors and rooms. 10) Provide the tested assembly for all fire rated walls showing the minimum fire rating required. 11) The garage must be separated from the remainder of the building by no less than 2hr walls. FBC 508.2 12) The electrical room must be separated by no less than 1 hr. 13) Identify the hourly rating required on al openings in a fire rated assembly. (doors) 14) Doors may not swing into the corridor obstructing egress. Please see FBC1008.1.8.8 15) The fire extinguishers must be recessed. FBC 1008.1.1.1 16) Show the maneuvering clearance at all doors including room 105, 121, 128, and 127. Show the distance between millwork and door including lockers. 17) Door 10 must have a minimum of 32" clear with one leaf. Please confirm. FBC 1008.1.1 18) Provide product approvals for all new /altered openings including the garage doors. The PA must be reviewed and signed approved by the designer of record. 19) Provide a ceiling plan identifying the type of ceiling for each area. The plan must include details for ceiling construction. 20) Provide sections for all counters and work stations. The reception counter is ok but show counters in room 1, 103, 111 and 112. 21) All glazing adjacent to the path of egress must be safety glazing. (E and F) FBC 2411.6 22) Identify the location of SC1 on the floor plan. 23) Provide the geotechnical report identified in the structural notes. 24) Provide a special inspector form for the soil improvement. 25) The wind load design criteria and calculations are incorrect. Miami Dade County requires ASCE 7 -05 146mph EXPOSURE C. Provide new calculations and correct all wind loads for cladding and structure. The structural note references the incorrect code section for design loads. Please refer to the HVHZ sections of the code. 26) The foundation plan on 5-1 does not identify or show the foundations. Provide a complete foundation plan. 27) The new 8" masonry wall requires a minimum foundation per FBC 1891. 28) Identify the alterati reinforcement, size 29) Provide a column s that includes maso 30) Details do not mat• 31) The wall steel for 32) Provide truss plan 33) The roof framing pl (lateral support an • 34) The notes for truss 2319.17 35) Provide a special i 36) Note #3 under "De does not eliminate 37) Provide a shoring altered areas. 38) All shop drawing s record. Plan review is not comple review. If any sheets are voided, r include one set of voided Norman Bruhn CBO 305 - 795 -2204 ns to the existing masonry wallsincluding columns, beams, and location. hedule that includes concrete cdumns. Provide a beam schedule ry alterations. Note: Vault detaih are acceptable. h the notes showing required ACI hooks at foundation and slab. DR room 137 is not identified. from a specialty engineer. n must include uplift, gravity, connections and all permanent bracing restraint) of all trusses. Please see FBC 2319.17.2 s show the wrong design. The trusses must be designed per FBC spector form for the masonry and required test. ign Criteria" shows inspections by private inspection agency. This he requirement that Miami Siores provides all inspections. Ian for the new structure and temporary shoring for theexisting bmitted must be reviewed and signed approved by the designer of , when all items above are corrected, we will do a complete plan move them from the plans and replace with new revised sheets and heets in the re- submittal drawings. 'Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060141350 Owner's Name: DEVINELLA LLC Job Address: 9165 PARK Drive Miami Shores, FL Owner's Phone: (305)785 -8990 Total Square Feet: 8121 Total Job Valuation: $ 595,000.00 Contractor(s) KEN CONSTANTINO BUILDERS INC Phone Primary Contractor (321)725 -2837 Yes I Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 11/7/2011: Yes Comments: DEVINELLA, LLC TO ENTER INTO PARKING AGREEMENT WITH VILLAGE OR OTHERWISE PROVIDE THE ADDITIONAL REQUIRED PARKING Miami Shores Village Building Department !0050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Noma'''. L € eH Date t��d�t STRUCTURAL CRITIQUE SHEET 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 - // z e> e? Job Name Pig , /Y CRITIQUE SHEET e 194 ,:?2t1 th- Z `t , ,PO4-914) " s ,744-"P �� ®sir ?' t?/)fr A- . ' ' !f -7 -f( Miami Shores Village Building Department A A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. re-it- ,_06D Job Name PLUMBING CRITIQUE SHEET UCONSTRUCTION ENGINEERING GROUP consulting engineers January 10, 2012 Norman Bruhn Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shore, Florida 33138 RE: Project: Dr. Keisch Office PERMIT: #11-2060 Dear Mr. Bruhn: 2651 W. Eau Gallie Blvd., Suite A Melbourne, FL 32935 tel: 321.253.1 271 fax: 321.253.3123 www.cegengineering.com On behalf of our client, Ken Constantino Builders, we respectfully submit the following responses to the comments provided by the Miami Shores Village Building Department in a letter for the referenced project. BUILDING CRITIQUE SHEET: 25) The wind load design criteria and calculations are incorrect. Miami Dade County requires ASCE 7 -05 146 mph EXPOSURE C. Provide new calculations and correct all wind loads for cladding and structure. The structural note references the incorrect code section for design loads. Please refer to the HVHZ sections of the code. Response: wind load and calculations revised. See revised Sheet S5.0 and calculations. 26) The foundation plan on S -1 does not identify or show the foundations. Provide a complete foundation plan. Response: The foundations under the vault and HDR Room are mat foundations that are flush with the concrete walls, the only other foundations required (which are shown) are for the steel pipe column SC1 which shows an F4 pad and the 16" square false masonry columns which show the F3 pad. 27) The new 8" masonry wall requires a minimum foundation per FBC 1891. Response: FTG added; see revised drawings. 28) Identify the alterations to the existing masonry walls including columns, beams, reinforcement, size, and location. c i v i l • s t r u c t u r a l • m e c h a n i c a l • e l e c t r i c a l Miami Shores Village RE: Permit #11-2060 Page 2 Response: Hatched "columns" shown in plan and on elevations are solid grouted cells of the existing masonry wall. Per our phone conversation, you indicated the existing wall was unreinforced. I have added #5 vertical reinforcing these "columns ". There is no net uplift due to weight of precast, i.e. hooks not required. See revised drawings. 29) Provide a column schedule that includes concrete columns. Provide a beam schedule that includes masonry alterations. Note: Vault details are acceptable. Response: There are no beam and column requirements to the masonry that haven't been noted. 30) Details do not match the notes showing required ACI hooks at foundation and slab. Response: Hooks are not required at vault walls (W/S4.0) as there is no uplift on these elements. 31) The wall steel for HDR room 137 is not identified. Response: See revised S4.0. Reinforcement noted. 32) Provide truss plans from a specialty engineer. Response: Contractor to provide. 33) The roof framing plan must include uplift, gravity, connections and all permanent bracing (lateral support and restrain) of all trusses. Please see FBC 2319.17.2. Response: Truss anchor A as noted in the schedule on S11 provides the uplift and lateral support required for the truss system. 34) The notes for trusses show the wrong design. The trusses must be designed per FBC 2319.17. Response: Note 1 of pre- engineered trusses revised. See revised sheet S5.0. 35) Provide a special inspector form for the masonry and required test. Response: Contractor to provide. 36) Note #3 under "Design Criteria" shows inspections by private inspection agency. This does not eliminate the requirement that Miami Shores provides all inspections. Response: Noted. c i v i l • s t r u c t u r a l • m e c h a n i c a l • e l e c t r i c a l Miami Shores Village RE: Permit #11-2060 Page 3 37) Provide a shoring plan for the new structure and temporary shoring for the existing altered areas. Response: Contractor to provide shoring for vault and new concrete roof. No shoring required at existing alterations due to steel being installed prior to demo taking place. 38) All shop drawing submitted must be reviewed and signed approved by the designer of record. Response: Noted. ADDITIONAL CRITIQUE SHEETS 1) Riser Diagram shows transfer switch feed from Panel "P ". Panel "P" schedule doesn't have a 200 amp breaker for Panel "G ". NQOD panel may not accept a 3-pole 200 amp breaker. Response: 200 amp circuit breaker will be a sub -feed circuit breaker per notes in panel schedule. If you should have any questions, please feel free to contact me at (321) 253 -1221, extension 24. Sincerely, Thomas L. Adams, P.E. FL #55343, SI # 2053 Principal, Structural Engineer Construction Engineering Group, LLC. 2651 W Eau Gallie Blvd., Suite A Melbourne Florida 32935 (321) 253 -1221 ext 24 (321)- 626 -7654 mobile c i v i l • s t r u c t u r a l • m e c h a n i c a l • e l e c t r i c a l Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 5 -24 -12 STRUCTURAL CRITIQUE SHEET 8) (tJ $ /r43I ) 94tio NJ Co N tJEC1t °o l rLS j} PE sr Il g Ai)) j il ez tJ 7>; 15) aoT ID ' ta) Poi AIDIA Qt IVitami Shores Viiiage Building Department RECEIPT PERMIT #: C - 1./ l 1 ' 17 q DATE: I, 196 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑ Contractor ❑ Owner "circhitect Picked up 2 sets of plans and (other) 7Z C Address: 1 PAiev L Q,r>. From the building department on this date in order to have corrections done to plans And /or get County stamps. I derstand that t ans need to b-,s ought back to Miami Shores Village Building De? - - %F • Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: IIIMEMO ' - 10.1112PRIow , CZ 1 0 ..i__ I mi. ps . II .... . :co , , _. Ism 1 man. .1) f a_ s L.,) _, 10° '" + WICN.,-. Eirnanli rii NEM E S 9 0 L0 t), ' em-dit LA-Tt-ti Nr l`r ic_reo .50 icE- MININIM ,ut _______Ht— rs ropasin.k.6 ..,.. 3 PS mil EtrEmtnimmr_ i ,,,:rsf, , M fliartS,U ' - . INN ii. lee 1,..v Emu .... -A- i - AI -A-42- 114 1•Sitif gli?) a' _11_4 ,7 rY ;.• _tr.( inS 1.' -Al S , a o o, C 1 • ' Cie. p , P-4-c,-1- 21, ) 4 . . in MEI NV ULM% 0 Li ila„-.1 s e- 0 --ri t.t i 1 65 EPP b :2 Itiimeg, -. . i.. ^ - 1 t9 .9 I , A. ‘,„ :6 ., 'irk- /________.i 0 II TrA ram - if ' -e ' --, s . Pr IIIZu c -to r . ArrOMIE: _ " „ A 0 1.4 ft - 6 . - A -ree ____i_ 110 e 74 -_, s wpo ,,.,e- 12-4. k ,._ 1 ..- i . rm..- .sz. * 1 r r 4 pro . - , , _ -cep 1 loet., . uf'i..t•F- r , , , i III! ,.." ik - pt. - , 4 .i 12/.. t-'" , te 4c-clic. Ar&C— ii./..S 4-1. ' ; r L., e_A- f . 0 , k ;4'4 to LI P in0 t.....- at ie 1—i 4 • !In a 0 EllE1162.EMNIII. ,fil 172/21Z . ski no"..... vTas ,rir a i 1.1 u4 411 Ni) g404.)cr IQ 1 gri PERMIT #: I, o Contractor o Owner o Architect Miami Shores ' Vllla e 9 Building Department RECEIPT DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 d-N'l 23Q Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And /or get County stamps. l understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: - Cs.„2„,(_,,,,e_ -ce AFTER RECORDINp - RETURN TO, Mitchell C. Fogel, Esq. Fogel Law Group 2500 N. Military Trail, Suite 200 Boca Raton, FL 33431 PERMIT NUMBER.... �'" 1' ^ O CFN: 20120004546 BOOK 27949 PAGE 3676 DATE:01/04/2012 11:27:01 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement 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. t. DESCRIPTION OF PROPERTY (Legal description of the properly &street address, if available) TA'4 FOLIO NO.: 11- 3206 -014 -1350 SUBDIVISION BLOCK TRACT LOT BLDG UNIT LEGAL DESCRIPTION ATTACHED AS EXHIBIT W. ADDRESS: 9165 PARK DRIVE, MIAMI SHORES, FL 33138 2, GENERAL DESCRIPTION OP IMPROVEMENT: Building and Interior renovation 3. OWNER INFORMATION OR LESSEE INFORMATION IP THE LESSEE CONTRACTED FOR THE IMPROVEMENT: aNameaadaddren: DEVINELLA, LLC; 6844 WINDSOR LANE, MIAMI, FL 33141 b. Interest in property: FEE SIMPLE a Nameand address of fee ample adeholder (ifditferent from Onnetfisted above): 4. a. CONTRACroR'SNAME: KEN CONSTANTINO BUILDERS, INC. Coatracter'eaddress: 221 W. HIBISCUS BLVD. #128, MELBOURNE, FL 32901 b,phonemrmber 321 -448 -7234 3. SURETY Oifapplieable, a copy ofthepayment bond is aeachedh a.Neo:andaddresz N/A b. Phone number. a Amount of bond: S 6. a LENDER'S NAME: SUNTRUST BANK Lenders address: Mall Code FL -Miami -1038 777 Waken Ave., 3rd Floor, Miami, FL 33131 b. phone amber: 305- 579 -7293 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 (1) (a)7_, Florida Statutes: a. Name and address: b. Phone amebas of designated persons: 8. a. In addition to himself or herself, Owner designates SUNTRUST BANK ATTN: PaARATENCIO of TT? BRICKELLAVVE, 3RD FLOOR, MIiVA. FL33131 to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. phone amber apemen or entity designated by Owner: 305- 579 -7293 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified): , 20 WARNING TO OWNER: ANY PAYMENT&MADE BY THB OWNER AFI'ER THE EXPIRATION OF THE I OF COMMENCEMENT. ARE CONSIDERED IMPROPER1AXMENTS UNIJER CHAPTER 113 PART L SECTION 713.13. FLORIOASTATUTES. AND CAN TINYO ' P YA[O S,/ ' ' I • J: ''PERT . A NOTICE O.' keAdik, .N MUST )3 RECORDED AND POSTED ON THE JOB SITE BEFORE THE f1SST INSPECTION. IF YOU_INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMPFCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief: (Signature of Owner or Lessee, or (liner's or Lessee's Authorized Officer /Dlrector/Partner/Manager) State of FLORIDA County of Petty' gee elm VICTORIA B. KEISCB AS TRUSTEE, MEMBER MARTIN E. KEISCH AS TRUSTEE, MEMBER (Print Name and Provide Signatory's Tille/Office) The foregoing instrument was acknowledged before one this 944 day of De694412,er ,20 11 by Martin B. Keisch and Victoria B. Ke},ch as Trustees, Members (type of authority,...' g. officer, trustee, attorney in fact) for Devinella,('LG4 f rson (name of party on behalf of wlmm instrument was executed) � r + Personally Known or Produced Identification V Type of Identification Produced 'Re w ( `S t t CIA se Rev .10-01-I s (Signature of Notary Public) (Print, Type, or Stamp Commissioned Name of N n CFN: 20120004546 BOOK 27949 PAGE 3677 EXHIBIT "A" Legal Description Lot 25 and that portion of Lot 24 lying Southwesterly of a line that is 25 feet Northeasterly of and parallel to the Southwesterly boundary of said Lot 24, all in Block 59, MIAMI SHORES, SECTION 2, according to the Plat thereof as recorded in Plat Book 10, at Page 37 of the Public Records Miami -Dade County, Florida. And Lot 26 and that portion of Lot 27 lying Northeasterly of a line that is 25 feet Northeasterly of and parallel to the Southwesterly boundary of said Lot 27, all in Block 59, MIAMI SHORES, SECTION 2, according to the Plat thereof as recorded in Plat Book 10, at Page 37 of the Public Records Miami -Dade County, Florida. STATE OF FLORIDA, I HEREBY CERTIFY that the bregoi otginal on file in this off HARVEY RUVIN, CL K, Deputy Clerk • UNTY OF DADE t � Correa copy of ∎ r AD 0 /i/ At ��trcu • tn June 29,2012 To whom it may concern; We are aware of that the Village of Miami Shores will not be able to issue a CO or temporary Coon 9165 Park Drive until we receive a release of the water main extension special condition. Vicki Keisch, Managi ' g Member Devinella, LLC October 8, 2012 Permit Engineering Services, Inc. 3132 Fortune Way, D31 Wellington, Florida 33414 Phone: 561- 328 -6354 Fax: 561 - 328 -6354 www.permiteng.com Miami Shore Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Dr. Keisch Office 9165 Park Drive Miami Shores, FL 33138 Permit No. 11 -2060 Gentlemen: I have inspected the entire engineered unit masonry including but not limited to: Mortar, horizontal reinforcing, filled cells, columns, beams, lintels, reinforcing steel, concrete pour etc., and have found them in compliance with the approved plans and the Florida Building Code. If there are any questions, please let me know. Sincerely, Permit Engineering Services, Inc. Albert K an, P.E. OCT D c" 2012 President FL registration 55185 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P- 175957 Permit Number: CC -11 -11 -2060 Inspection Date: July 16, 2012 Inspector: Dacquisto, David Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Spot Survey Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Deaartment Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 7/1//2 Passed Inspector Comments 13' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until July 16, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 LOCATION MAP: SECTION 61WP. 53 S. RGE 42 E. / SCALE: r=100' n lez rn z m M $ In ap 0 aIpe� co z pZ Z a d /'�i tar i N 6.4 3 vix wti� a'- La a�N LEGEND; TRACT B b Q /92nd 191.08' STREET t. re) 136.54' o, TRACT C 3E7 1o. . w CONC = CONCRETE TE o € _ CENTERLINE O C.L = CAT 1 BASN !n CL,R = CLEAR FD;R = E FOUND EDGE OF ROAD RR. _ SEED FLOOR ELEVATION 1-STORY C.B.S. BUILDING No. 9165 AINER LEGAL DESCRII'Tlox:. >rs .4 SOUPY 1/2 LOT 24 ,, ,OT:25,LOF 26x MD 1T NORTHEASTERLY 1/2 LOT 27,==BWCK 5 SHORES.... CTION 't2" ACCORDING TO THE PLAT THEREOF. AS ED 94 PLAT PAGE 37 Or THE PMJC RECORDS OF MIA I -D LB = LAID RIRVEYOR IMPRESS L.P. = CONCRETE LIT POLE N&D = NAL & DISK M.H. = MAFRIOLE O. = OVERHEAD BIC I''/ L = FROMM LINE _ REGISTERED LAND SURVEYOR No = WATER METER GRAPHIC SCALE: SWK WM 10' 20' WE HEREBY CERTIFY THAT TIC SKETCH OF ,SURVEY IS TRUE AND CORRECTaDAHE BESTIr MY KNOWLEDGE AND BELIEF -16-RECENTLY SURVFYEU. �A,�N;`D�� P�t.� ,1TEO UNDER MY DIRECTION AND :: THAT SURVEY° COMPLIS WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER CHA TE,R 81G17 -6 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REWIRED LAND SURVEYOR SHOWN HEREON. THEME ARE NO ENCROACHMENTS UNLESS SHOWN HEREON. 40' 60' SCALE: 1 INCH = 20 !-tti OIE14 &&13,2012, scHEFFLERA TO SEA ARM PARK DRIVE FEC IER MI NE 6th ANE (UMBRELLA) D SHOWN ONN MAP 20' HT: B. FEB. 07,2012, 18' SPR. TO SOX TREES FD. I.P. 01&14784, E%10 71' rat JLLY 12, 2012, FD. I.P. 10 A.R. TOUSSAIN T& ASSOCIATES, INC. aeWilat174414Sti FRB. ALBERT R. TOUSSAIET- REGISTERED ENLINEER N%8939 REGISTERED LAND SURVEYOR NO. 907 STATE OF FLORIDA FLORIDA CERTIRCAIE OF AUTHORIZATION LB -273 BY: DATE MARCH 11, 2009 SCALE: 1" = 20' 9165 PARK DRIVE MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA DRAWING NUMBER I SHEET DRAWN BY: 14660 / 14459i 1 of 1 I WT "1. tr JUL u SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175840 Permit Number: CC -11 -11 -2060 Scheduled Inspection Date: July 16, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project: <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Foundation Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED /h/'A( Passed ,e////--- 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- 175793. Provide signed and sealed compaction test and soil treatment. Ok to pour at own risk. NB 41( tel,/, 3-kd July 16, 2012 For Inspections please call: (305)762 -4949 Page 24 of 35 UNIVERSAL ENGINEERING SCIENCES, INC. Consultants in: Geotechnical Engineering • Environmental Engineering • Construction Materials Testing • Threshold Inspection • Private Provider Inspection 1818 7th Avenue North, Unit 1 • Lake Worth, FL 33461 • (561) 540 -6200 Project No. 2110.1200028 Report No. 9279 Date: 08/19/12 Client: Ken Constantino Builders, Inc. 221 W. Hibiscus Blvd, #128 Melbourne, Florida 33138 Project: Dr. Keisch Office 9169 Park Drive Miami Shores, Florida 33138 Area Tested: Vault foundation pad Course: Pad Type of Test: Field: ASTM D-6938 Lab: ASTM D -1557 Minimum Compaction Requirement: 95% IN PLACE DENSITY TESTS Depth of Test 12" Date Tested: 06/14/12 Test No. Location of Tests Laboratory Field Max Density Opt Moisture Dry Density % Moisture % Max Density 1 2 3 Grid B & Line 1.5 Grid B.5 & Line 2 Grid C & Line 2.5 104.4 104.4 104.4 9.0 9.0 9.0 101.6 103.0 101.8 7.9 7.3 7.6 97.3 98.7 97.5 Note: The above test results meet the minimum reported compaction criteria based on the Maximum Density determined in accordance with ASTM D -1557. Reviewed b : IJNIVE - . ENGINEERING SCIENCES, INC. Ce - Authorization No 549 cc: 2 - Client Technician: RJ eyG. Read, P.E. Regional Manager Registered Professional Engineer No. 69952 The original of this report was signed and impressed sealed by the above registered engineer in accordance with rule 21H-18.11, chapter 471, Florida statute. This report shall not be reproduced without the written approval of this laboratory. PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN ___4(2._,An APPLICATOR' OUT SP6L)&14g e-66%/67 ! A g0iege5 JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP CHEMICAL' /) 9 MONOLITHIC / I 1 50 S/F STEMwALL SF f SPRAY # RESIDENTIAL(COMMERCI L DITION� GALLONS L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) L/F CHEMICAL: PERIMETER TREATMENT % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F ON, FLORIDA 33317 954 -584 -8588 1- 800 - 749 -8588 Fax: 954 -584 -6117 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: G t(0 ( TIME OF TREATMENT: IN [!�� APPLICATOR: (� �r OUT BUILDER NAME: 3��.l�y �J O� 36 TREATMENT ADDRESS: 9 i/65 P L S a JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # CHEMIcAI› -dP MONOLITHIC C — % S/F STEMWALL 3"0 GALLONS SF L/F L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT % GALLONS CHEMICAL: DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 �iL� ROAD 7 PLANTATION, FLORIDA 33 17 954 -584 -8588 1- 800 - 749 -8588 FAX: 954 -584 -6117 Date: December 7, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 FL. LK. I Alt 00B074 Re: Permit # CC11 -2060 Doctor Keisch Office Renovation 9165 Park Drive Miami Shores, Florida 33138 Folio # 11- 3206 - 014 -1350 Attn: Building Department, FEB 15 2013 I, Mark A. Campbell, have approved the fan opening repair at the job site. This letter will hereby attest that I have approved at the interior side of the wall the installation of the new 4 "x 4" x V4" angle to reinforce the new opening under the existing 8" block wall. The new angle shall be attached with ' 4" tap at 6" o.c. across the top of the opening and into the existing concrete columns on both side of the opening. The steel angle shall extend a minimum of 6" passed the edge of the columns on both sides. There is (1) openings which requires the installation of the new steel angle. See the attached details of that opening. Should ou have any questions or need any additional information please do not hesitate Mark A. Campbell, Architect State of Florida: #0011074 9165 fan opening beam repair letter 12 -7 -12 )UGH :AMTS 2UIPMENT PRIOR TO ENING, 1/9 " tise cooS d � °' .4. . REVISION #1 I` 7 -27 -12 DOWEL LC. ONG 2" RECESS AT GARAGE DOORS CONC. SLAB WITH 1.4XW1.4 W.W.F. WF24 J REVIS 7 -27 -12 AoSAi " 104 t,6 Pen-Pe•oro rnit %1 Q 6 "0. c • A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 177925 Permit Number: CC-I 1-11-2060 Scheduled Inspection Date: August 30, 2012 Inspector: Bruhn, Norman Owner: LLC, DEVINELLA Job Address: 9165 PARK Drive Miami Shores, FL Project <NONE> Contractor: KEN CONSTANTINO BUILDERS INC Permit Type: Commercial Construction Inspection Type: Slab Work Classification: Alteration Phone Number (305)785 -8990 Parcel Number 1132060141350 Phone: (321)725 -2837 Building Department Comments COMPLETE INTERIOR RENOVATION 7-6 -12 - NEED NOC 7/9/2012 - NOC SUBMITTED 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- 166359. Not ready no steel in all areas. NB August 29, 2012 For Inspections please call: (305)762 -4949 Page 13 of 18 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATME As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PRLVENTIO FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING ATE OF TREATMENT: TIME OF TREATMENT: IN OUT T' IS USED, PROVAL. PLICATOR: REATMENT ADDRESS: e pA,.. ce-b LOT: BLOCK: PRAY & TAMP HEMICAL®, MONOLITHIC RESIDENTIAL GALLONS SF S/F STEMW!ALL STAGE;; OF i'RREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF PERIMETER TREATMENT DISTURBED AREA) HEIILICAL: ATE OF TREATMENT: TIME OF TREATMENT: LICATOR: GALLONS 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 - 584 -8588 1.800- 749 -85: Fax: 954-584-6117 STATE OF FLORIDA DEPARTMENT OP BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CONSTANTINO, KENNETH LOUIS KEN CONSTANTINO BUILDERS INC 221 W HIBISCUS BLVD #128 MELBOURNE FL 32901 Floridians ned by this f Business and the fessional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives, Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, and congratulations on your new license! DETACH HERE (850) 487-1395 ..,STATE OF FLORIDA AC# 6 L 6 i3 8 8 8 DH$ARTMENT • OF BUSINESS AND '• PROFESSIONAL REGULATION • ' • "•C8CA3,9897 86f1842 118204616 CERTIFIED. BUILDING CONTRACTOR • • CONSTANTXNO • ICENWETE ',144.71S KEN; CONSTANTINO' )iXZXLbERs INC . • F . • IS CSRTXPXEP and z' the' prohimiens eP 0111489 PS 9npi ilettep Auer WOG 31, , 2014 L12060500756 • THIS DOCUMENT HAS A COLORED BACKGROUND • MICi3OPHINTING • LINEMARK " PATENTED PAPERI ■ AC# 6163888 , STATE OF FLORIDA • DEPARTMENT IEI DRLgCsg o NA O TION COSTUTONNDUSTRYIENsIG BOARD DATE ; BATCH NUMBER 06 15 2012 LICENSE NBR SEQ# L].2061500756 11820 63.6 C,BCA39897 The BUILDING CONTRACTOR below IS CERTIFIED .'w; Under the provisions of Chapter, 489 .FS: Expiration date: AUG 31, 2014.. ,,,....' • CONSTANTINO, KENNETH 'LOUIS • KEN CONSTANTINO BUILDERS INC 221 W HIBISCUS BLVD #128 . MELBOURNE FL 32901 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY £ /E 'DDVa ZSETSZLIZE - sxacain8 -QNIs sNoo -Max ST :LT ZTOZ'EO'Tnr AC4 -RL CERTIFICATE OF LIABILITY INSURANCE DATA Ami'®"m'' 03/02/12 THIS CERTIFICATE. IS ISSUED AS A NATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVEII.Y AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. This CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(8). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT; If the CerUficate holder is an ADDITIONAL INSURED, the pelicy(laa) must ba an IDISIMi. If SiJBROOATION IS WAIVED, subject to the terms and conditions of the policy. certain politics may require an endoraanrent. A Eastmain on this certificate does not confer rights to the ceIiftcats holder In lieu of such endoTaement(e), PRODUCER � 48 IAw yog EgIn P c NE Ste Fort waken Beach Fl. 32548 Benjamin H. French KENC -02 OP ID; KT CO en ens :nlno =u .:ra, C. 221 W. Hibiscus Blvd, #125 Melbourne, FL 32801 550-Si1.4825 �aTEA 850481 1830 MIL, gin; ADAMS mss) AFFORDING COVERAGE I a' A Amerleure Mutual INSURER B NAIC • 233 INSURER INSUNE% Ti t IN$UJIE5j_ 1; ?: - ..•c ,wmsmn; 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. NOTWTHSTANDINO ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VIETH RESPECT TO WHICH THIS CERTIFICATE MAY 6E 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 i p A Tree OP 61IS�IRARCL . - - -'- ay NWrBHt 03107/13 LSaTre GENERAL X LIABILITY COMMERCIALGENEnALLABILITY CkAIME MADE ix] OMER GL2043372040011 03/07 /12 EACH OCCURRENCE S 1.000.000 P�EX.4% 41,41-�menml $ 80,000 N ED E)Q+ (Aft am 9eleon) $ 5,000 PERSONA. a Aov IN.IURY a 1,000,000 GENERAL AGGREGATE 5 2,000,000 7 OEMLAQOREOME UMITAPP�IFBP5R: FoLIC( I-1 I I LOC PROOUQTB- .QOMP�p Aga. `.... 2,000,000 S AUTOMOBILE - ws mcdEko SINGLE LIMIT �� SODIl.Y INJURY IFar p.,aae) ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCI ICOULCD AUTOS ,u,TNONOS EO $ - BODILY INJURY NW ooddent) a S it �wbd9p ar UMBRELLA klAa EXCESS LIAR OOCUR CLAMS -NAG r EACH QCGURRBNCE 5 AGGREGATE S DER 1 I RETENTION N A WORKERS COMPENSATION AND EMPLGYERr UBUY OOFl EN EX�5�(ECUriVEY Ir min i I esclilPTION OF OPERATIONS home NIA WG204$37104 0S107H2 09/07i13 X Si- EACH ACCIDENT _ a 100,400 e L DISEASE EA EMPLOYEE I 100,000 Si.. DISEASE- POL war T a 500,000 DESCRIPtBoN OP OPERATIONS, LOCATIONS T VEHICLES Wench ACORD 101, Addilanal Remarks Sahadab IT men INC* IS,nWhad) Raf: 11 -03 Dr. PCaisoli Cancer Center 4163 Park Drive, Miami shoran, 8L 33138 MIASHOI Miami Shams Village Building Department 10050 WE. 2nd Avenue Miami Shores, FL 33130 ) — ^..v_ •• SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED REPOSE THE EXPIRATION DATE THEREOF, NOTICE WILL SE DELIVERED IN WITH THE POUCY PROVIStMM AUTHORIZED REPRESENTATIVE 'mss*►_ — `" - _.. ACORD 25 (2010/05) 18$8 -2010 ACORD CORPORATION. All lights reserved. The ACORD name and logo are regbuered mance of ACORD £ /Z -nova ZSET9ZLIZE - SZiaarlIOH- OIQIZNVZSNO0 -NMI- ST:LT ZTOZ- E0 -Tnr 4 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: 9165 Park Drive Permit No. �i OCT 2 6 2012 "�_ i FBC 20 � )) � 00 Master Permit No. City: Miami Shores County: Miami Dade zip: 32138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Devinella, LLC Phone. 305-785-8990 Address: 6644 Windsor Lane City: Miami Beach State: Florida zip: 33141 Tenant/Lessee Name: Phone #: Email: Vbalabous @bellsouth.net CONTRACTOR: Company Name: Ken Constantino Builders, Inc. Phone #: 321 - 725 -2837 Address: 221 W. Hibiscus Blvd., # 128 City: Melbourne Qualifier Name: Kenneth L. Constantino State: Florida Zip: 32901 Phone #: 321 - 725 -2837 State Certification or Registration #: CBCA19897 Certificate of Competency #: Contact Phone#: 321 - 725 -2837 Email Address: Jlowman @kcbin.com or Sylvia @kcbin.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: OAddition DAlteration Description of Work: IIVNAC IA w TO uare/Li Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be c Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thi The foregoing instrument was acknowledged before me thisliqjk day of J l, , 20 LA, by b— Net is 1— , day of ad , 2011:, by Ke K.., Cb &. dQA41 t who is personall known to me or who has produced R (L* who is personal y known to me or who has produced R. Ro°SipS.4( °,1'l•0As identification and who did take an oath. t_t_li__Uztas identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My C ****** ** ***********a: ************ **+ x*,x************ ** ****************** ****** ******** *• x*********************** APPROVED BY Plans Examiner Structural Review (Revised 3112/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Zoning Clerk I t .- e 4 . rc &.. Lr- zso 1 z fe.ev.44.,z_e_ce 4-st,,r4 • i 'rJ.j-6 uafrsl , e s Su `t0 ktil i •e+ lavLoS -2- vER-y La CA3 . vs e Po 5 u Ac '/C'r 6 FP-6 CThJ w I'w s> 4i2— -rite pkr r L i'1•1 A.e-e -w ve-P e C ‘#.3C-r14 -rit M M EW T Y6-P- C14- 6-P A She 4 -0S el >- t tNp Lakb 'L-cu LA- 4n (.CS irr elk Pe302e- use 40 F L.1.4 /am- r) e-P 3® Ps 1-7- . ea 3.c.O , .� PE K' 1$ 1-6 c To leePoQ-°r Pie., -Pyra -E ay ti . t �-P- . 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I you 41- 'E Ne`f 9Piee"pi D to- k f 't'(PE of- wA-L5 Pitektro 9 -P g- 1:11-E '64-111,7 le" II 1.2, 644 P- P LA-14 ) y 0 -t+ E Z N tt Q a ay to-14-t LAS j A (rA-t, L L, Tv F(4 V* AIL ' -Lt4 , . 11.3 41-102-E `rrtE y goPPo Art kg, f 4- °z i-I' q ?H-t 'f SS re ��r my /�°� etc-141C t-) zA j p$) pip Piev oe e7e. Pt it-tee N'S Ca Pty if is �7tt 6A-1 LP4-tt a NC ®A -cr s 1— 4 1. J ars Po N 4) erc 6brcKo`--v'7s 4,4-ZE p 7-/ztip f l2 y Pu- .1 12.v ti-A/ 11-a— ; rss nt u-) / (11 o Al 6, / h•i en, AND g-t A to c.GO t..N =[�°�rs rte S s t. °t1 `4-c1-y H Pig • • • Miami Shores Village Building bepartrnent 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 7561972 Permit No. 11- 'Z o 60 Job Name Date 5. 2-9, 12— STRUCTURAL CRITIQUE SHEET GA,/ L- 8) id t3. 1 94ti C ,JEcleo �,N.S a-a✓ gem a Noi a R. RVO (GZ '!Z•e 1.._ l) •, N 01 A la. eD - /k 0 4 '4 4 L .. . d/osr' tt --o t • • . . f. CONSULTING ENGIN • '3 • Edward A. LANDERS RE. (30518;3-3938 CONSULTING ENGINEERS 7)2417 ......... ... 4:3 o Atio;k11. '''''' %WNW. ., • ....... • ....... • ........ Oil 3 ......... .. ...... • • • .. • .... ..... • . . • . : • • • ...... •• ( Edward A. s ANDERS, RE. m0823-39 CONSULTING ENGINEERS , ........ . .. ........ • ... ..... ..1 .... ......... ........ ......... ... . - • CONSULTING ENG1NEE I 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: 9165 Park Drive ECEWE AUG 01 aV2 FBC 20 to Permit No. Master Permit No. C 1 ( "7-C(P C� City: Miami Shores County: Miami Dade Zip: 32138 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Devinella, LLC Address: 6644 Windsor Lane Phone#: 305 - 785 -8990 City: Miami Beach State: Florida Zip: 33141 Tenant/Lessee Name: Phone#: Email: Vbalabous @bellsouth.net CONTRACTOR: Company Name: Ken Constantino Builders, Inc. Phone #: 321 - 725 -2837 Address: 221 W. Hibiscus Blvd., # 128 City: Melbourne State: Florida Zip: 32901 Qualifier Name: Kenneth L. Constantino Phone #: 321 - 725 -2837 State Certification or Registration #: CBCA19897 Certificate of Competency #: Contact Phone#: 321 - 725 -2837 Email Address: Jlowman @kcbin.com or Sylvia @kcbin.com DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: °Addition Description of Work: Square/Linear Footage of Work: °Alteration °New °Repair/Replace R -,a.,C w -r-0 'if- t1r�3 °Demolition Color thru tile: **** ***** * *** * * * ***+x**** ******* *w *** * ** Fees * * *** raw**** ** *a * * ********* **** **** ** ******* 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 id compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A COMMENCEMENT MAY RESULT IN YOUR PAYING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO RECORDING YOUR NOTICE OF COMMENCEMENT." NOTICE OF CE FOR O OBTAIN Y BEFORE Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250), 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 suh posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoinfinstrument was acknowledged before `m) me this day of 1V-- �{ , 20 13; by Y vtfr'v . 1Qe— c- , who is personally, known to me or who has produced PI J �)l %SIBS' ' 4? I ar / 3 identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Corn Contractor The foregoing instrument was acknowledg day of 'Z ik,L\ , 20 19, by who is personally known to me or who has SS�CU as identification and w NO ARY PUBLIC: Sign: Print: My Commis *** * * * *** **** ***** ********* **** ***** **** ***+ x********* *****m ********** ******* ******w s ,*+x******** ** *********** APPROVED BY Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) PERMIT # Cie--d CONTRACTOR: SUBMITTAL DATE: ADDRESS: i (0 s 9A-24 (:)-- . NAME: , RESUBMITAL DATES: -LA ed, irk— -Is PROJECT TYPE: 're , 11§ Pt 94krw' , . N , Wr W _ _ . 1"14 ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC MECHANICAL BLD DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS OPERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SMI Aluminum Systems, LLC 11305 NW 128 Street Medley, FL 33178 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.gpv /nerat 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 r = ",, � right to have this product or material tested for quality assurance purposes. If this pro perform in the accepted manner, the manufacturer will incur the expense of such immediately revoke, modify, or suspend the use of such product or material within reserves the right to revoke this acceptance, if it is determined by Miami -Dade Section that this product or material fails to meet the requirements of the applicable This product .is approved as described herein, and has been designed to comply wi Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "K2LM" 10'0" Outswing Glazed Aluminum Entrance " or APPROVAL DOCUMENT: Drawing No. W04 -91, titled "Series K2LM Alum. Out-Swing Entrance Door ", sheets 1 through 11 of 11, prepared by Al- Farooq Corporation, dated 10/25/04 with revision D dated 10/21/11, signed and sealed by Javad Ahmad , 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 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 # 11- 0316.05 and consists of this page 1 . d evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Per 014 NOA No. 11- 1208.01 Expiration Date: May 12, 2016 Approval Date: February 23, 2012 Page 1 �SMI Aluminum Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -91, titled "Series K2LM Alum. Out -Swing Entrance Door", sheets I through 11 of 11, prepared by Al- Farooq Corporation, dated 10/25 /04 with revision D dated 10/21/11, signed and sealed by Javad Ahmad , 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FM-4267, FTL -4238, FTL -4257 and ETL -4276, dated 06/18/04, 06/30/04, 08/12/04 and 08/13/04 respectively, all signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-0301.04) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 02/02/11 and updated on 10/24/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affa'rs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 08- 0206.01 issued to Saluda, Inc. for their " Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. Manuel Per . Product ControlE . - er NOA No. 11-1208.01 Expiration Date: May 12, 2016 Approval Date: February 23, 2012 E -1 SMI Aluminum Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBM1TFED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, dated 10/24/11, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL -4267, FTL -4238, FTL -4257, FTL -4276, issued by Fenestration Testing Laboratory, Inc., dated 16/18/04, 06/30/04, 08/12/04 and 08/13/04 respectively, all signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No. 05- 0301.04) 3. Name change documentation, dated September, 2010, was submitted under previous NOA# 11- 0316.05. G. OTHERS 1. Notice of Acceptance No. 11-0316.05, issued to SMI Aluminum Systems, LLC for their Series "K2LM" 10'0" Outswing Glazed Aluminum Entrance Door - L.M.I., approved on 05/12/11 and expiring on 05/12/16. E -2 Manuel Pe .E . Product Control er NOA No. 11-1208.01 Expiration Date: May 12, 2016 Approval Date: February 23, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Trulite Glass & Aluminum Solutions, LLC 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 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 Mi Section (In Miami Dade County) and/or the AHJ (in areas other than Mi to have this product or material tested for quality assurance purposes. If perform in the accepted manner, the manufacturer will incur the expense o immediately revoke, modify, or suspend the use of such product or material reserves the right to revoke this acceptance, if it is determined by Mi Section that this product or material fails to meet the requirements of the ap This product is approved as described herein, and has been designed to com g `' 1 da B . mg Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000 Resistor" Aluminum Storefront/Window Wall System L.M.L APPROVAL DOCUMENT: Drawing No. ADI1 -20, titled "Resistor 3000 Storefront Wall - LMI ", sheets 1 through 11 of 11, dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 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 # 09- 1110.03 and consists of this page and e ence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pe 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 midade.aov /penal Control the right 1 fails to AHJ may PERA Control NOA No.11- 1117,03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 Page 1 Trulite Glass & Aluminum Solutions, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11 -20, Sheets 1 through 11 of 11, titled "Resistor 3000 Storefront Wall - LMI ", dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, 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 series 3000/L -3000 aluminum window wall system, prepared by Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5893, dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA# 09-1110.03) 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 Series 3000/L -3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5416, dated 11/15/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09- 0122.06) 3. Test reports on Safety Glazing Materials per ANSI Z97.1 -1984 and CPSC 16 CFR 1201 of series 3000/L -3000 aluminum window wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09- 0122.06) 4. Test reports on: 1) Uniform Static Air Pressure Test 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 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL -3398, dated 12/10 /03, signed & sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA# 03- 1211.08) r •■ Manuel P = E. Product Control finer NOA No. 1 - 17.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E -1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test 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 along with marked -up drawings and installation diagram of aluminum Window Wall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL -3363 dated 04/24/03, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted ander previous NOA# 03- 1211.08) 6. Test reports on: 1) Large Missile Impact Test PA 201 -94 2) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Reports No. FTL -3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA# 03-1211.08) 7. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under Previous NOA# 03-1211.08) 8. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 -94 3) Water Resistance Test, per SPEC, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA# 03- 1211.08) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and 2010, dated 09/04/09, updated on 11/14/11, prepared by MCY.Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300 -04 Manuel er.. Product Control E r NOA No. 11- .03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E -2 I Trulite Glass & Aluminum Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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■I Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2007 and FBC -2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11114/11, signed and sealed by Yiping Wang, P.E. 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS 1. Notice of Acceptance No. 09- 1110.03, issued to Arch Aluminum & Glass Company, Inc. for their Series "Impactwall 3000/L -3000" Aluminum Window Wall System - L.M.I., approved on 03/31 /10 and expiring on 03/18/14. E -3 �� / / /..:. �}. /1 r Manuel Per : P. oduct Control Examin NOA No. 11-1117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Truffle Glass & Aluminum Solution, LLC 800 Fairway Drive, Suite # 200 Deerfield Beach, Fl. 33441 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 alto Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami- the right to have this product or material tested for quality assurance purposes. If thi fails to perform in the accepted manner, the manufacturer will incur the expense of sue may immediately revoke, modify, or suspend the use of such product or material w PERA reserves the right to revoke this acceptance, if it is determined by Miami- Control Section that this product or material fails to meet the requirements of the appli e. 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 "Resistor Series 350 Medium Stile Impact" Outswing Aluminum Storefront/ Curtain Wall System Door L.M.I. APPROVAL DOCUMENT: Drawing No. 11 -190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10/10/11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, 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 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 No. 09- 1110.04 and consists of this page 1 : evidence pages E-1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston MIAM —DADE COUNTY, FLORIDA 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/ NOA No. 12-0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Page 1 Trulite Glass & Aluminum Solution, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.'s 04-1208.01 and 09- 0105.01) 2. Drawing No. 11 -190, titled "Resistor Series 350 Medium Stile Impact Door" sheets 1 through 13 of 13, dated 10 /10 /11, prepared by EngCo, Inc., signed and sealed by Pedro M. De Figueiredo, P. E. B. TESTS 1. 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 door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5767, dated 11/06/08, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 09- 0105.01) 2. 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 an aluminum door line, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -4264 and FTL -4184, dated 06/18 and 08/03/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 1208.01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by the EngCo Inc., dated 12/19/08, signed and sealed by Pedro M. De Figueiredo, P. E. (Submitted under previous NOA No. 09- 0105.01) 2. Glazing complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E -1 Jaime D. Gascod, P. E. Product Control Section Supervisor NOA No. 12-0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 Trulite Glass 8& Aluminum Solution. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 08- 0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/08, expiring on 04/17/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated 12/08/11, signed and sealed by Pedro M. De Figueiredo, P. E. 2. Certificate of name change amendment dated 07- 27 -11, issued by The State of Delaware for Arch Aluminum Glass, LLC to Trulite Glass & Aluminum Solution, LLC, signed by Jeffery W. Bullock, Secretary of State. 3. Florida Dept of State, listing dated 02/03/10 of Trulite Glass & Aluminum Solution, LLC (Foreign Ltd. Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 4. Laboratory compliance letter for Test Report No. FTL -5767 issued by Fenestration Testing Laboratory, Inc., dated 11/06/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted Under NOA No. 09- 0105.01) 5. Laboratory compliance letter for Test Reports No.'s FTL-4184 and FTL -4264 issued by Fenestration Testing Laboratory, Inc., dated 06/18 and 08/03/04, both signed and sealed by Edmundo Largaespada, P. E. (Submitted Under NOA No.04-1208.01) G. OTHERS 4. Notice of Acceptance No. 09- 1110.04, issued to Arch Aluminum & Glass Co., Inc. for their "Series Resistor Impact Medium Stile Outswing Aluminum Storefront Door - L.M.L ", approved on 03/17/10 and expiring on 03/17/15. E -2 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12 -0117.05 Expiration Date: March 17, 2015 Approval Date: March 08, 2012 USER INSTRUCTIONS: --- 1. DETERMINE PROJECT DESIGN WIND LOAD PRESSURES (Pd) AS PER ITEM 4 OF GENERAL NOTES, SHEET 1. 2. VERIFY IF MAXIMUM DOOR OPENING ALLOWABLE PRESSURE AS PER TABLE 4, SHEET 2 IS GREATER THAN Pd. - 3. VERIFY IF GLASS TYPE ALLOWABLE DESIGNED PRESSURE ON TABLE 1/1A, SHEET 2 IS GREATER THAN Pd. _ 4. VERIFY IF HARDWARE ALLOWABLE DESIGNED PRESSURE ON TABLE 2, SHEET 2 IS GREATER THAN Pd. 6. VERIFY IF FRAMING TYPE ALLOWABLE PRESSURE ON TABLE 3, SHEET 2 IS T 6. INCORPORATE A VALID NOTICE OF ACCEPTANCE FOR THE FRAMING WHEN DOORS GREATER THAN Pd. ARE TO BE PART OF A STOREFRONT OR CURTAIN WALL ELEVATION. • - GENERAL NOTES: "7 1. CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE _ WITH THE FLORIDA BUILDING CODE 2007/2010 EDITION - (INCLUDING THE HIGH VELOCITY HURRICANE ZONE) - 2. DEFINITION: THIS PRODUCT IS AN SERIES 350 MEDIUM DOOR WITH - LARGE AND SMALL MISSILE IMPACT.RESISTANT LAMINATED GLASS. 3. POSTING: "RESISTOR SERIES -360 MEDIUM STILE IMPACT DOOR' TRULITE GLASS & ALUMINUM SOLUTION. DEERFIELD - BROWARD COUNTY - FLORIDA DALE COUNTY PRODUCT CONTROL APPROVED' ._ 4. DESIGN LOADS: LOADS TO BE CALCULATED, BASED ON ASCE 7, BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. 5. MATERIAL: ALL ALUMINUM PARTS TO BE 6063 -T6 OR AS INDICATED AND GLAZING TO BE LAMINATED IMPACT RESISTANT GLASS AS _ SPECIFIED ON THIS APPROVAL. -- 6: FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THIS APPROVAL DRAWING. • 7a -p U SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, .AIiCHt'ECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: _ - B. 7.1- THE STABILITY OF THE STRUCTURE WHERE THE UNIT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 33 1/3% INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS FOR THIS PRODUCT APPROVAL, HOWEVER, WOOD ANCHORS WITH 1.6 INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. XX - PAIR DOOR ,f TYPICAL ELEVATIONS 42° 'MAXIMUM DOOR OPENING • X - SINGLE DOOR fie" MAAIMUM DOOR OPENING DOORPaAA OPENING DATE /REMARKS .% / / / / I/ i / �CCS_. \ \ \ \ \ \ \\ I I \ \ \ \ \\ \ \\ - -Ci3GC.. �— 1 / , / / / / / • ENGINEER: XX - PAIR DOOR ,f TYPICAL ELEVATIONS 42° 'MAXIMUM DOOR OPENING • X - SINGLE DOOR 72' MAXIMUM .DOOR OPENING XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT I CURTAIN WALL FRAMING XX - PAIR DOOR WITH TRANSOM 42' MAXIMUM DOOR OPENING a / / / / / X - SINGLE DOOR WITH TRANSOM SC I I J \ k OPTIONAL MID PANEL I 42' MAXIMUM I_ ��"ii DOOR OPENING I� X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING httpJ/vwPw.trutlte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 f. 954724 -2083 PRODUCT: • RESISTOR SERIES 350 Medium Stile Impact Door r-L" MAALMUM DOOR OPENING REVN DATE /REMARKS .% 120° MAX. FRAME HEIGHT .1^ FrIelft • ENGINEER: / / \ • \\ . ■ \\ / / DAVIE, FL 33314 ENGCO@AOLCOM STAMP $ DE FFIc •� 72' MAXIMUM .DOOR OPENING XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT I CURTAIN WALL FRAMING XX - PAIR DOOR WITH TRANSOM 42' MAXIMUM DOOR OPENING a / / / / / X - SINGLE DOOR WITH TRANSOM SC I I J \ k OPTIONAL MID PANEL I 42' MAXIMUM I_ ��"ii DOOR OPENING I� X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT / CURTAIN WALL FRAMING httpJ/vwPw.trutlte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 f. 954724 -2083 PRODUCT: • RESISTOR SERIES 350 Medium Stile Impact Door • Resistor PRODUCT CERIES REVN DATE /REMARKS • ENGINEER: TExt.g.aa 43xtr. CA 8116 6595 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCO@AOLCOM STAMP $ DE FFIc •� ,(� . �ttgam.`.,......,,Utz /=. • • No. ' 2609 \ . r ,_ r * t. , * L I. ? -o ': STA ll IF / �• ''"I0 ' C. e a 1110 PRODUCT CONTROL APPROVAL: PRODUCT REVISED as cornpiying with the Florida Building 12— p 1 i i Acce r 'rs . oa Np Mi <„ 7 7,,,I a Pioduct Control DRAWN: TRULITE DRAWING No: DATE: 10.10.11 1 OF 13 DWG: 11 -190 TABLE 1- ALLOWABLE DESIGNED PRESSURES FOR DOOR GLAZING TYPES: ITEM# DESCRIPTION ALLOWABLE PRESSURE (PSF) G1 7/16' LAMINATED W/ (2) 3/16° HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER *85 G2 7/16° LAMINATED W/ (2) 3/160 HS,tLASS LITES WITH 0.09 SENTRY GLASS PLUS INTERLAYER *85 • GS 7/16' LAMINATED W/ (2).3/16° HS GLASS LITES WITH 0.09 SAFLEX IIIS (KEEPSAFE) INTERLAYER *80 TABLE 1A- ALLOW. DESIGNED PRESSURES FOR TRANSOM GLAZING: ITEM# DESCRIPTION ALLOWABLE PRESSURE (PSF) G5 9/18" LAMINATED W/ (2) 1/4° HS GLASS LITES WITH 0.10 SAFLEX HP INTERLAYER *85 GB 9/16° LAMINATED W/ (2) 1/4' HS GLASS LITES WITH 0.09 SENTRY GLASS PLUS INTERLAYER *85 G7 9/16' LAMINATED W/ (2) 1/4° HS GLASS LITES WITH 0.09 SAFLEX IIIG ( KEEPSAFE) INTERLAYER *85 TABLE 2- ALLOWABLE DESIGNED PRESSURES FOR HARDWARE CONFIG: TABLE 3- ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: ITEM'S ITEM# LOCATION DESCRIPTION SUPPLIER ALLOWABLE PRESSURE HINGES PIVOTS H1 HINGE ALUMINUM ROTON HINGE HAGER *85 H2 TOP, MID & BOTTOM PIVOT JACKSON /IVES H3 STILES 4 1/2° STEEL BUTT HINGES REGENT H4 4 1/2' BRASS BUTT HINGES HAGER PI ° L1 ACTIVE STILE 3 POINT LOCK KEY OPERATED FROM EXTERIOR AND THUMB TURN ON INTERIOR ADAMS RITE *85 L2 INACTIVE STILE 2 POINT LOCK OPERATED ON INTERIOR WITH THUMB TURN PANIC DEVICES P1 ACTIVE & INACTIVE STILES 2 POINT LOCK OPERATED ON INTERIOR W/ G86 DEVICE ADAMS RITE *70 P2 2 POINT LOCK OPERATED ON INTERIOR W/ 1490 DEVICE AND KEY ON EXTERIOR DOOR- O- MATIC' P3 2 POINT LOCK OPERATED ON INTERIOR W/ 1085 DEVICE AND KEY ON EXTERIOR JACKSON P4 2 POINT LOCK OPERATED ON INTERIOR W/ 2086 DEVICE AND KEY ON EXTERIOR JACKSON P5 2 POINT LOCK OPERATED ON INTERIOR W/ 9947 DEVICE AND KEY ON EXTERIOR VON DUPRIN TABLE 3- ALLOWABLE DESIGNED PRESSURES FOR DOOR FRAMING TYPES: ITEM'S DESCRIPTION ALLOWABLE PRESSURE (PSF) SF1 1 1/4 °x 4 1/2° 3000 SERIES IMPACT * 80 SF2 2 1 /2 0x 5° IFG 5000 SERIES IMPACT * 85 TABLE 4- ALLOWABLE DESIGNED PRESSURES DOOR OPENING 72x96 42x96 36x96 PRESSURE 1• *85 *80 '±85 PRESSURE 2 *70 NA *70' BASED ON WATER INFILTRATION GENERAL NOTES: 1. PRESSURE 1 IS FOR UNITS INSTALLED AT LOCATIONS. PROTECTED BY A OVERHANG MEETING CRITERIA AS PER ILLUSTRATION °Z° OR IN NON- HABITABLE AREAS WHERE WATER INFILTRATION IS ACCEPTABLE.. 2. PRESSURE 2 IS FOR UNITS MEETING THE WATER INFILTRATION REQUIREMENTS AND. FABRICATED' AS PER SECTIONS 2, 2A, 2B, 3 AND.5 WITH ITEMS 12', 13, 14, 15, 18 & D7A AS PER SHEET.9.• ILLUSTRATION "Z" BILL OF MATERIALS MISCELLANEOUS DOOR COMPONENTS: !TEM# PART # DESCRIPTION MATERIAL SUPPLIER /REMARKS 1 V2104 GLAZING TAPE 1/2x1/8 FOAM TAPE NORTON 2 995 GLAZING SEALANT SILICONE DOW CORNING 3 H -65 BULB WEATHERSTRIPPING EPDM VARIES 4 H- 63 /RG1 WEDGE -IN GASKET EPDM VARIES 5 V2100 GLAZING TAPE 3/8x1/4 FOAM TAPE NORTON 6 H -62D SETTING BLOCK EPDM (VARIES 7 S -PILE PILE W'STRIPPING - •SCHLEGEL 8 - BULB W'STRIPPING VINYL PEMKO 9 - PULL HANDLE 9 42 1/2° 8063 -76 TRULITE 10 - PUSH BAR 6 42 1/2° 6063 -15 TRULITE • 11 TR36 3 /8° THREADED ROD W/ NUT 6063 -T6 TRULITE 12 •347A TOP RAIL RAIN CAP 6063 -T5 ' PEMKO • 13 68AR TOP RAIL RAIN CAP 6063 -T5 PEMKO ' 14 345AV BOTTOM RAIL SWEEP 6063 -15 PEMKO 15 209V BOTTOM RAIL SWEEP 6083 -T5 PEMKO 16 H355 ASTRAGAL 6063 -T5 PEMKO 17 - 3/160 ALUM. ANGLE 6063 -76 TRULITE 18 26203 INT. TIE ROD 'REINF.PLATE 6063 -T6 TRULITE 19 - EXT. TIE ROD REINF.PLATE 6083 -T6 TRULITE 20 1109 BASE ANCHOR 6083 -T6 TRULITE NOTE:I- ITEMS #9 #10 AND MID PANEL ARE OPTIONAL. FRAMING & DOOR PARTS (MANUFACTURED BY TRULITE) . ITEM# PART # DESCRIPTION MATERIAL DATE /REMARKS F1 1001 DOOR HEADER /TRANSOM /JAMB 6063 -T6 F2 3000 DOOR HEADER /JAMB 6083 -T8 5595 ORANGE DRIVE SUITE 201 F3 1012 ALTERNATE DOOR HEADER 6063 -T8 ".;.,7,9\ . fit i t F4 3004 SHEAR BLOCK 8083 -T5 p�ss complying with the Florida F5 3003 GLASS STOP 6063 -16 DRAWN: TRULITE F8 50512 DOOR JAMB 6063 -16 F7 50513 DOOR HEADER /TRANSOM /JAMB 6083 -T6 F8 . 50506 SIDE LITE FILLER 6063 -T6 F9 3008 GLAZING ADAPTER 6063 -T8 F10 3009 FIXED LITE STOP 8063 -T6 F11 AGA881 FLAT POCKET FILLER 6063 -T6 F12 38424 SHEAR BLOCK 6083 -16 F13 51513 DOOR JAMB/ HEADER 6083 -T8 DI AGA -150 ACTIVE STILE 8063 -T5 D2 AGA -155 INACTIVE STILE 6063 -15 D3 AGA -73 HINGE STILE 6063 -15 D4 AGA -152 5" BOTTOM /TOP /MID RAIL 6063 -T5 D4A AGA -69 7 1/2° BOTTOM RAIL 6063 -75 D4B 35131 10" BOTTOM RAIL 6063 -16 D5 ' AGA -5 3 1/2" TOP /MID RAIL 8063 -T6 D6 1040 4 "X112" SADDLE THRESHOLD 6083 -T5 D7 2005A 5 "X1/2" BUMPER THRESHOLD 6083 -15 D7A 1042 4 "X1/2" SADDLE THRESHOLD 6083 -T5 . D8 1046A STD DOOR STOP 6063 -T5 DSA AGA -95 DOOR STOP 6063 -T5 D88 H87 DOOR STOP CLIP SS 301/302 D9 3008 EXTERIOR GLASS STOP 6083 -15 D9A 3005 INTERIOR GLASS STOP 6063 -T6 G Trulite GLASS & ALUMINUM SOLUTIONS" http : //www.trultte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800- 432 -8132 i f. 954-724-2083 PRODUCT: RESISTOR SERIES 350 . Medium Stile Impact Door GResistor PRODUCT SERIES REVN DATE /REMARKS • ENGINEER I,E xt#Trf .J 1.C'. CA 8116 • 5595 ORANGE DRIVE SUITE 201 DAVIE, FL: 33314 ENGCO41a ¢� y oms ®4,•• 2609 n : _ -5t; ' STi ''!4' ,,..4N1 ".;.,7,9\ . fit i t ��G�'�► PE KVQFftfIEiREDO PE 52609 PRODUCT CONTROL APPROVAL: RODUCT REVISED p�ss complying with the Florida Building Code coeptance No °i"" •' f.4 if Q 4,1 1 ! '7'.4 ' <,, :'r•, ! t Product Quito) , DRAWN: TRULITE DRAWING No: DATE: 10.10.11 2 OF 13 DWG: 11 -190 MAX: DOOR OPENING MAX 16 °00 2 CLUSTERS OF 2 ANCHORS AT 3 °0C TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT —..{ MAX 116"00 ( J HEADER /1 / / / TRANSOM / MEETING STILES DOOR HINGE \ \\ DOOR \ HINGE \ \ \ 10 SILL ° CLUSTER OF MAX. MAX. 4 ANCHORS 121 °00 AT 4 i °O.C. 72° MAXIMUM DOOR OPENING XX/o PAIR DOOR WITH TRANSOM r 120° MAX. FRAME HEIGHT -96° MAX. DOOR OPENING HEATER d - / / / / MAX 16 "00 42" MAXIMUM DOOR OPENING /V0 SINGLE DOOR WITH TRANSOM TYPICAL ANCHORS TYPE DESCRIPTION MIN. E.D. A . #14.SS WOOD SCREWS OR 1/4° TAPCONS W/ 1 1/2° EMBED. INTO WOOD (SG =.55) 1° B 1/4° TAPCONS W/ 1 1/4° EMBED. INTO MASONRY 2 -1/2° C 1/4-14 GRADE 5 SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8° MIN. 6063 -T8 ALUMINUM OR ASTM ASS STEEL) 3/4° . E.D. - EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS XX - PAIR DOOR CLUSTER OF 4 ANCHORS MAX AT 4 PDX. 12 POC HEADER , / ---• // MEETING J STILES / i TYPICAL ELEVATIONS AND ANCHORAGE LAY -OUT USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID.MIAMI -DADS NOA • 4 TFCc II II / II II SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS ==__ == = = == 2B TRANSOM/ / / MEETING STILES a • DOOR \ HINGE 10, // / / / / / / / / // / SEE XX CONFIG. MAX. 12 "00 72" MAXIMUM DOOR OPENING 4° SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS XX DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPICAL ANCHORS • USE DOOR IN COMBINATION WITH IMPACT STOREFRONT FRAMING WITH VALID MIAMI -DADE NOA SEE STOREFRONT NOA FOR O R ANCHOR SPECIFICATIONS 44 / tiFFgpepo • Z-1 CLC 1 / SEE XX CONFIG. I 'I / / 9 TRANSOM/ ;/ / / i' • /. LOOK DOOR STILE HINGE 10 \ \ \ SILL \ I I .. 16 °00 36° MAXIMUM ~.1 DOOR OPENING O W ❑ / LL 1� ' LF'e m ea eac1 s SEE STOREFRONT NOA FOR ANCHOR SPECIFICATIONS X DOOR IN COMBINATION WITH AN APPROVED STOREFRONT FRAMING TYPE DESCRIPTION MIN. E.D. A . #14 SS WOOD SCREWS OR 1/4° TAPCONS W/ 1 1/2" EMBED. INTO WOOD (SG =,55) 1" B 1/4° TAPCONS W/ 1 1/4" EMBED. INTO MASONRY 2 -1/2° C 1/4 -14 GRADE 5 SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. 6063 -TOE ALUMINUM OR ASTM A36 STEEL) 3/4° E.Q. - DENOTES EDGE DISTANCE BEYOND WALL DRESSING STRUCTURAL BUCKS TO BE DESIGNED BY OTHERS GTruIite GLASS & ALUMINUM SOLUTIONS" hfp /twww.trulte.com 800 FAIRWAY DRIVE, Sulte 200 DEERFIELD BEACH, FL 33441 p.800- 432.81321L 954-724 -2083' PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door • Resistor • PRODUCT SERIES REVN DATE /REMARKS • ENGINEER: E xt iT J nr. CA 8118 6595 ORANGE DRIVE SUITE 201 DAVE, FL•33314 ENGCO@AOLCOM STAMP , jylitff".0 Ott.- O.DEF /G ... � & 6O9 r :V.AIt " I',;r e, :c : 1 * Z. 17' 10 .... W PRODUCT PRODUCT i as camplyius aua' Ascogtfluce CONTROL APPROVAL: REVISED. . with, the Florida . Co No iZ -i btt �16 /, r`.- • 1,4,,, Di. sPPoductCoatmI DRAWN: TRUUTE DRAWING No: 4 OF 13 DATE: 10.1 0.11 DWG: 11 -190 E.D. TRANSOM DETAILS WITH IFG 5000 FRAMING ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING @TRANSOM OPTION #12- 24x3/4° FHSMS 2 PER CLIP 0 It? I• J 0 EXTERIOR G a7 IINTERIORI (F1O ) 1/4- 20x3/4" PHSMS 2 PER CLIP TYPICAL #12- 24x3/4° FHSMS 4" FROM ENDS & 12° CC #12- 24x3/4° FHSMS 2 PER CLIP 0 n O tak H a. Z Ui 0 0 D8 ) D5 ( 2 ) 03 ) F7 1/4- 20x3/4° PHSMS 2 PER CLIP 00 HEADER TRANSOM OPTION ( D5 ( D4 (E.D.) MIN. EDGE DISTANCE TRANSOM DETAILS WITH 1FG 3000 FRAMING ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING EXTERIOR IINTERIOR] 0 . 6 67 or DOOR OPENING D8B) D8 ) 00 F4 iTRANSOM OPTION HEADER TRANSOM OPTION 00 HEADER TRANSOM OPTION C F5 #12x2 FHSMS 8 1I2° FROM ENDS & 16 "OO DOOR OPENING NOTES: 1- DS DOOR STOP ANCHORED TO STEEL CLIPS DBBSPACED AT 4° OC. 2- STEEL CLIPS DOB ARE ANCHORED TO HEADER WITH ONE #10- 24X1/2 PHMS #10x1 3/4" FHSMS 3° FROM ENDS & 108 00 D4 G'I 02 63 c amass & ALUMINUM soLUnON3" Mtp:/Jwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.4324132If.954- 724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door • • Resistor PRODUCT SERIES REVN DATE /REMARKS ENGINEER: !„E x.g t► ;I v ,.J xtr. CA 8116 6695 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGCO@AOL.COM STAMP:i t o ool0//or®vo0•�4- es� , e tNA a • 1)• S •7f x'11 '• : �:'y},: it �; 60� �1��e tstAI ' PRODUCT COPNTRO LAPPROVAL: PRODUCT REVISED as complying with the Florida At1€ apta �Cte � 2 •R 11 *�"ji AccjjpYauce No !/ $ + �, taw ;.. _ '_'P�ei .jot ..,, , t, ,,, , «at , , . ai DRAWN: TRULITE DRAWING No: 13 5 OF 13 DATE: 10.10.11 DWG: 11 -190 (1HEADER OPTION 1 -E.D. .w 2 ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING 0 DOOR VERTICAL SECTIONS DETAILS rn 4 0, n _ co. `1 N ,y i T D W co co F Q I1.I G = a, M CC i O .._\ g g F 1' MIN. 8 1 /4" EXTERIOR { D8B ) ( .3 ) ( D5i INTERIOR 08 ) ( 08A F3 F2 ( F13 ) D4A D4B C ANCHOR TYPE A OR B SEE ELEVATIONS FOR QTY. AND SPACING E.D. 06 ) 07 ) D7A ) /)SILL OPTION 1 ®HEADER OPTION 2 (D HEADER OPTION 3 E.D. ANCHOR TYPE A,B OR C d SEE ELEVATIONS FOR QTY. AND SPACING t EXTERIOR ( G3 82 G1 s 088 ) 3 ) 04 D8 ) D8A) MAXIMUM DOOR OPENING - 98" MIN. 4 3/4 TYPICAL DOOR PANEL HEIGHT E.D. ANCHOR TYPE A,B OR 0 • w SEE ELEVATIONS FOR 83 QTY. Aft SPACING 1 MIN. 6 1/4" co 3 ) INTERIOR 8 810x1 3/4° FHSMS 31 FROM EA END & 10°' 00 ANCHOR TYPE A OR B SEE ELEVATIONS FOR QTY. AND SPACING 07 06 (DSILL OPTION 2 -• ---E. D. GTruIite 4LASS& ALUMINUM SOLUTIONS" http:/lwww.trulite.com 800 FAIRWAY DRIVE, Salto 200 DEERFIELD BEACH, FL 33441 p. 800-432.813211. 9544242083 PRODUCT: • RESISTOR SERIES 350 Medium Stile Impact Door G Resistor PRODUCT SERIES REVN DATE /REMARKS ENGINEER: E xt.g tfn .Jar. CA 8116 6595 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGCO@AOL,COM 9 : �* r ' r *iii ' tt1 PRODUCT COtfirefl PROVAL: PRODUCT REVISED as eonpilying with the Florida Building Coda I 0, Acceptance No Woo' .k l>itr oafs ffl DRAWN: TRULITE DATE 10.10.11 DWG: 11 -190 DRAWING No: 6 OF 13 'EXTERIOR' NMI WORM r.■ ^SIDELITE PART OF STOREFRONT NOR ANCHOR TYPE A,B OR C • SEE ELEVATIONS FOR QTY, AND SPACING F1 ) DOOR HORIZONTAL SECTIONS DETAILS DS JAMB TO SIDELITE HINGE STILE IWO EXTERIOR PANEL WIDTH DOOR OPENING FRAME WIDTH D8 ) JAMB TO WALL HINGE STILE C D8B ) INEED MIN. EMBED. 1/4° MA SHIM EXTERIOR ( F2 ) 4g 'JAMB TO WALL (.De LOCK STILE (D8B ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING 00I 1M111111itt111111tt1i* MIN. EMBED. 0 I I DLO PANEL WIDTH PANEL WIDTH DOOR OPENING FRAME WIDTH @MEETING STILES 1/4" MAX. SHIM [EXTERIOR' DOOR OPENING FRAME WIDTH 1/8" PANEL WIDTH DLO GTruIite MLA" & ALUMINUM 80WTION$" http:tlwww.frullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432 -8132 l f 964- 724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stale Impact Door •Resistor PRODUCT SERIES REVN DATE /REMARKS ENGINEER: E xtgIta lint. CA 8116 6595 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGCO @AOL.COM ST•MPW DE Fle(�F : i '609 : y "i • '1. 7� a * ,o % I b..a1.11 IR }v 14,.•.•I 'i4N4RMN/I ° -.. I * t i k F . i: ti .4I . PRODUCT PRODUCT as complying Budding Accaplenca CONTROL APPROVAL: REVISED with 1118 Plortds Cede % .1�"'i, t E I Na • .' ,,o . a, 'I r;,:, • DRAWN: TRULITE DRAWING No: ! �7 7 OF 13 DATE: 10.10.11 DWG: 11 -190 DOOR HORIZONTAL SECTIONS DETAILS WITH 2 -1/2° FRAMING ( F8 F6 r SIDELITE PART OF - I STOREFRONT NOA 2 1/2" ----- :4A JAMB TO SIDELITE HINGE STILE s6 INTERIOR H4 46 JAMB TO WALL LOCK STILE DOOR OPENING FRAME WIDTH EXTERIOR] lIIIIIM �. iktu, I I t1'A111111U11t1ll Ut fC ANCHOR TYPE A,B OR C SEE ELEVATIONS FOR QTY. AND SPACING D B ( 11 EXTERIOR . PANEL WIDTH DOOR OPENING FRAME WIDTH 2 1/2° MIN. EMBED. ca ui i 1/4° MAX. SHIM DOOR MID PANEL 41i" 'MAX . — DOOR PANEL h— 32181 DLO --►� GTruiite GLASS & ALUMINUM SOLUTIONS" http:lwww.trulte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 8004322 -8132 I t. 954-724-2083 MID PANEL CAN BE USED ON ACTIVE AND INACTIVE DOQR PANELS #10X3/4° FHSMS 3 FROM ENDS & 10 °00 EXTERIOR DS /)DOOR MID PANEL #10X3/4° FHSMS 3 FROM ENDS & 10°OC DOOR MID RAIL PRODUCT: RESISTOR SERIES 350 Medium Stile impact Door ()Resistor 'PRODUCT 88RI28 REVN DATE /REMARKS ENGINEER: TExtgQILT ,Jxtr. • CA 8118 5595 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGC0@AOL.COM STAMP: 0104/11000000, ;"14, ov e �i. DE FIQjj° a . 9Wis�4 • ..° . •` C 8.. . /(O Q. . Q li Ns 5.609 's ..,\ jag i :10042J . ''•' :' S ' fie S� o� it (, r . .sa ?+ Ot m J,, :, ff `'a'v,r,.y,,all PRODUCT vRQDi7CT as complying .3uilding Acc nc4NO. ,,; o CONTROL APPROVAL: REVISED with dm Florida Code 0 r 0. C� `'`�0 p, , =Mail 4)1A +,11 f:.,, r. ;,, ; . ■ ; ., Control DRAWN: TRULITE DRAWING No: 8 OF 13 DATE: 10.10.11 DWG: 11 -190 MOW PHSMS SPACED 6 °OC 000 #6X5/8° PHSMS SPACED 6 °00 ALTERNATE HEADER EXTERIOR '—( D8 ) ( 3 ) INTERIOR DOOR SECTIONS. DETAILS MEETING THE WATER INFILTRATION REQUIREMENTS AS PER TABLE 4, SHEET 2 MAX. PRESSURE ± 70 PSF COMPONENTS REQUIRED TO BE ADDED IN ORDER TO MEET WATER RESISTANCE: 12, 13, 14, 16, 16 AND D7A ALTERNATE MEETING STILES C 16 EXTERIOR ( 16 ) @ALTERNATE SILL • EXTERIOR #6X518° PHSMS. SPACED ,6"0C #10X1° FHSMS SPACED 12 °0C INTERIOR #6X5/8" PHSMS SPACED 8 "OC GTruI.ite GLASS & ALUMINUM SOLUTIONS" httpJlwww.trulite.com 800 FAIRWAY DRIVE, Su1Ie400 DEERFIELD BEACH, FL. 33441 p. 809432-8132 f. 954- 724 -2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door ()Resistor PRODUCT S@R1SS REVN • DATE /REMARKS ENGINEER: E itgCC 3 It.C. QA 8116 5596 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGGOca AOL.COM AM�1�pn•pE 43 '• -mom 114 c; , %.0".% 1-5:t 4! t ; 444 e`ee s p F� ��fB00 sT PRODUCT CONTROL APPROVAL: PRODUCT RE' 11SBD • as complying vvilh the Florida Building Code `x 2 o t Acceptance No Miami el ado produce Control DRAWN: TRUUTE DATE: 10.10.11 DWG: 11 -190 DRAWING No: DOOR COMPONENTS DOOR GLAZING DETAILS oTrulite GLASS & ALUMINUM SOLUTIONS' �+ • - D3- . 3.56 3.52 3.47 http://www.trulite.com 800 FAIRWAY DRIVE, SuIte 200 DEERFIELD BEACH, FL 33441 p. 800.432.8132IL954- 724 -2083 o r 1 a O tf� r n U) r ; ` EXTERIOR Itk� A u.0 amp PRODUCT: RESISTOR SERIES 350 ::;;;;;; - _D1- ACTIVE STILE D2- INACTIVE'STILE • . HINGE STILE 20- INTERIOR TIE REINFORCED.PLATE % ROD .d. t--i m m • y � i . -- 0.13 -1 h �� NUT TIE Rory �� \�\ It 11 TIE ROD AND NUT RAIL LENGTH + 1 g° • D9 (��;;,' '.0 1 . _ 6 I #io4° FHBMS M 4RTZO D4B 3 FENDS & BOTTOM DOOR RAILS D9A- TOP 1.52— - INTERIOR GLASS STOP REVN DATE /REMARKS • C9`..........• DBB -1 1/8° CLIP W/ #iOXi /2° PHMS 8° FROM ENDS AND 12 °QC 0.73 • • • 19- EXTERIOR REINFORCED D4 ENGINEER: . CA8118 5595 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGCO@AOL.COM N f c r ROD s� 31FRCM4ENFHSMS & i 0°OC I ' <> ® - — 'D4, D4A, TBOTTOM — �- 1.64 --"-I D4, _ ._. D4B D4B RAIL/ MID RAIL D9- EXTERIOR 0.07 GLASS STOP TIE PLATE D a limey l! ,.SIi� . D9 �)O14. dlrirrrrr STAC+4P :j,ll �•Q� f °OOP`a O7 .. ,�, tZ W....... { .,, .. h. N. �,a�'�q.:' v� � s� • •. 40 A.: . , •gip N�.5 09 ( * - : *1 : -O 1. STATE 0 F s ■ �'_'A �• ttl 44 �% °, .t�� ., 1 -� ilomeeit dirt " `)'+ �i 'O�rrrem/ PIR II�� 09 -- 0.74 rn o 1--- -- 2.00 —�-� 1 0.12 ,. EXTERIOR © •hII' — i 2 r o _ I?! ° T p �' A .. — N - T- - - 8 ® D8A- HEADER DOOR STOP 18- BASE 1.44 ANCHOR RAIL MAD DOOR MID RA 1.75 --}-I 0.09 D8- STD. DOOR STOP - # #i0X3 /4° FHSMS 3 FROM ENDS MIN. 3/4° GLASS BITE _ PRODUCT CONTROL APPROVAL: PRODUCT REVISED complying with the Florida lorida Building Coda ' + Acceptance No t E s Da '-T_Vt Z' !G , , c ; ,: ftdemg Control .., 1 .. 4 .- � & 10°00 G3 - -D5, D4 TOP /MID RAIL t D7A- ALTERNATE BUMPER THRESHOLD 33 V ��s ' ""\''' I^ 1'L� -- -,,,fir AM 4411 ♦ 4. oo -- CD 5.00 8 DRAWN: TRUIIiE DRAWING No: 7 OF 7 3 EXTERIOR T- ° 06- SADDLE THRESHOLD D7- BUMPER THRESHOLD 17- ALUMINUM ANGLE D2 D9 D3 DATE 10.10.1 t VERTICAL DOOR STILES DWG: 11 --190 FRAMING COMPONENTS 3000 SERIES FRAMING COMPONENTS IFG 5000 SERIES • FRAMING•GLAZING DETAILS r 1"ru GLASS & ALUMINUM I ite SOLUTIONS — _ .. 5.00 .1 .htipwwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH. FL 33441 p. 800 - 432 -8132 I t 954 - 724-2083 -• 4.50 •. 0.25 . `• 0 M Q• 19 1,;;; v". co �o �; . ® TRANSOM TYPICAL — -- ......... EXTERIOR ® - C _+ { - { - --Fi- 3000 DOOR jl� I _ Lu Pl O 4 +�- o e N PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door ' ® rm X11 rt elm .nlr TRANSOMlSIDELITE f . low 0- ov . F6- IFG 5000 µ� t"1 5 DOOR JAMB �.�••��— �� © #12- 24x3/4° FHSMS • • - 4° FROM ENDS & i2° OC - ,.r - - GResistor PRODUCT SERIES 5.00 4.60 0.26 . F7- IFG U N 5000 REVN DATE /REMARKS th 1 O N — _' . -F2- 3000 DOOR •,-. O ENGINEER: - 3E 1t gaix .if .jT '. CA 8118 5595 ORANGE DRIVE SUITE 201 DAVIE, FL. 33314 ENGCO@AOLCOM • HEADER /JAMB EXTERIOR. . DOOR HEADER/TRANSOM �� cam► 4 TRANSOM TYPICAL .il... • F8 IFG _L . W r-I N. r~i j � t_ 4.50 ' STAMPytid+ DE FiGi ® %o. i �0 Qom, •' \�4i EI i .W.1.. •.,% ., �``• Na. 5 ; , 09 'sue �� ;�ki R�•�� J �•U +9O 2' 4`4, , I •••.. ••••• `` 1� ;p •..i.•RI,�� i �• - . - M ��' Ia �b�o ��i,►, _ 10 - • ��• - • co p 1 o � 4.94 1.00 -.-- E'er t� In- ° ` 21 FRAMING COMPONENTS COMMON TO 3000 OR'IFG 5000 SERIES 1 5000 SIDE LITE FILLER _ _ . APPLICABLE FOR OVERHEAD -, F3- 1012 DOOR TRANSOM HEADER CONCEALED CLOSER ! 0.12 - •-I k- 0.94 0 0 5.00 •- .-.. 3.94 } - ! PRODUCT CONTROL APPROVAL: WED as complying with the Florida Bsulding Code i..s 0 Acceptattc� No 1 e �', - o 1^ 1 . $9-1 F9- TRANSOM GLASS STOP - F10- TRANSOM GLASS STOP _ . t F4- FRAME SHEAR BLOCK r I .._._5.._. - 1 .00 a 1.32 2 22 Miami Dada ' act Control - p n . F13. 50513 OPTIONAL DOOR HEADER /JAMBS p G y ay. o ' • 0 u) r DRAWN: TRI7LTTE DRAWING No: 11 OF 13 . F11- POCKET FILLER DATE: 10.10.11 _-- FS- GLASS STOP DOOR HEADER /SIDELITE F12- SHEAR BLOCK DWG: 11 -190 TOP IVES PIVOT MIDDLE JACKSON PIVOT BOTTOM IVES PIVOT THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN • • �_I , I/ / / • / / / / \ \ •\ N. ,- / / / / / / // / \ \ \ \; • \ N.. \ / / \ \ \ 7, / / \ \ N. \\ / / ,;, / / \ \ \. / / / • fi / / / / / /// / • . . . V\ THREE DOOR PIVOTS LOCATED AT TOP, BOTTOM AND MID SPAN • • HINGE OPTIONS #12 FH SELF TAPPING SCREWS 4 PER HINGE SIDE THREE HINGES LOCATED 7° FROM CL TO TOP OF DOOR, 12° FROM CL TO BOTTOM OF DOOR AND•ONE AT MID SPAN Silo I r I/ / / • / / / / \ \ •\ N. ,- / / / / / / // / \ \ \ \; • \ N.. \ i I / / Q / / / • fi / / / / / /// / • . . . V\ V\ \ \ \\ 7 \ Q \ \ N. HINGE OPTIONS #12 FH SELF TAPPING SCREWS 4 PER HINGE SIDE THREE HINGES LOCATED 7° FROM CL TO TOP OF DOOR, 12° FROM CL TO BOTTOM OF DOOR AND•ONE AT MID SPAN Silo #12 FH SELF TAPPING SCREWS CONTINUOUS ALUMINUM ROTON HINGE FASTENED TO FRAME AND DOOR.STILii WITH: (27) TOTAL SCREWS ON.8'..AOORS . . (25) TOTAL SCREWS ON 7' DOORS �Trulite GLASS 8, ALUMINUM SOLUTIONS' http:!Iwww.trupte.com 800 FAIRWAY DRIVE, Suits 200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 L 954-724-2083 PRODUCT: RESISTOR • SERIES 350 Medium Stile Impact Door ()Resistor PRODUCT $ERIE$ REVN • DATE /REMARKS ENGINEER: TE xt. ari .211u% CA8916 6595 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCO@AOLCOM .Rilidc `ree STAMP t.::„ DE Fit /i`4,®� .N bQ.• 2609 ' STA OF ...... *up 41 PRODUCT CONTROL APPROVAL PRODUCT REVISED as complying with the Florida Building Code • Ateeptanee Dots DRAWN: TRULITE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 12 OF 13 I r I/ / / • / / / / \ \ •\ N. ,- / / / / / / // / \ \ \ \; • \ N.. \ #12 FH SELF TAPPING SCREWS CONTINUOUS ALUMINUM ROTON HINGE FASTENED TO FRAME AND DOOR.STILii WITH: (27) TOTAL SCREWS ON.8'..AOORS . . (25) TOTAL SCREWS ON 7' DOORS �Trulite GLASS 8, ALUMINUM SOLUTIONS' http:!Iwww.trupte.com 800 FAIRWAY DRIVE, Suits 200 DEERFIELD BEACH, FL 33441 p. 800.432.81321 L 954-724-2083 PRODUCT: RESISTOR • SERIES 350 Medium Stile Impact Door ()Resistor PRODUCT $ERIE$ REVN • DATE /REMARKS ENGINEER: TE xt. ari .211u% CA8916 6595 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCO@AOLCOM .Rilidc `ree STAMP t.::„ DE Fit /i`4,®� .N bQ.• 2609 ' STA OF ...... *up 41 PRODUCT CONTROL APPROVAL PRODUCT REVISED as complying with the Florida Building Code • Ateeptanee Dots DRAWN: TRULITE DATE: 10.10.11 DWG: 11 -190 DRAWING No: 12 OF 13 l IMO mmIwas r r D. ALTERNATE HEAD #12- 24x314" FHSMS 2 PER CLIP E. ALTERNATE TRANSOM E. DOOR CORNER ASSEMBLY A.'HEAD ASSEMBLY #12- 24x3/4° FHSMS 2 PER CLIP (F4 B. TRANSOM HORIZONTAL (2) #10 -24x 11LQ THREAD CUTTING MACHINE SCREW L- 2x2xixj °1-0 ALUM ANGLE GENERAL NOTE: 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS TO BE SEALED WITH CLEAR COLORED SEALANT SCHNEE MOREHEAD 5504 OR EQUAL ALTERNATE. C. THRESHOLD CONNECTION AT MULLION DOOR JAMB GTruIite GLASS & ALUMINUM SOLUTIONS" httpJIwww.trulitacom 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-43241321 f. 954-724-2083 PRODUCT: RESISTOR SERIES 350 Medium Stile Impact Door Resistor PRODUCT SS•RIES REVN DATE /REMARKS ENGINEER: CA 8116 5685 ORANGE DRIVE SUITE 201 DAVIE, FL 33314 ENGCO@AOL.COM otto O9 •, fee PRODUCT CONTROL APPROVAL: pRoDUCf REVTSit3D ea eumplyiugg with the Florldu Building Cade A ce•tW CeNo ” • I DRAWN: TRUUTE DATE: 10.10.11 DWG: 11-190 DRAWING No: 13 OF 13 L4 U 4" MAX. TYP. AT CORNERS x z 0 D.L. OPG. WIDTH SEE SHEET 3 D.L. OPG. WIDTH SEE SHEET 3 D.L. OPG. WIDTH SEE SHEET 3 A w■ NO kW I.wa.■1,°•1111•11M MN Ind M —M,t SEE CHART SHEETS 4 THRU 7 D.L. OPG. HEIGHT MAX. 96" // ,, 0 M Li 7 // '/ SEE SHEET 3 i ' / /,O z a / DOOR HEIGHT ' l \ I I CURED JAMB AT CIRCULAR • 1 D.L OPG. HEIGHT MAX. 96 o+ ,t. t' I // / \if i L ELI. DOOLR TRDETE. H S 6 a 01 r7 w g x w M w as -- ..' /2� �' / • ..� �/ // , —I-1 l�>— _ 4° MAX. TYP. AT CORNERS ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB SEE SHEET 8 IMPACT WALL 3000 /L -3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 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 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8.4., 2411.3.3.3 & 2326. ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH 'SIDE OF MULL SEE SHEET 8 TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD EXCEED NE DESIGN LOAD. STEP 2 STEP 3 STEP 4 USING CHART ON SHEET 8 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 D.L. OPG. SEE SHEET 3 A SEE SHEETS 4 THRU 7 ,D.L. OPG. HT D.L OPG. MAX. 96° SEE SHEET 3 // ,, 0 SEE SHEET 3 ' / /,O ( I I t ! I I 4" MAX. TYP. AT CORNERS ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEETS 6 & 6 ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB SEE SHEET 8 PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. GTIIite GLASS & ALUMINUM SOLUTIONS° http:llwww.trullto.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.4322.8132 I t. 9544242083 -PRODUCT: Resistor 3000 STOREFRONT WALL -LMI GResistor. BLAST & STORM PROTEO ION+" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Email: MCY.EnglneerIng@attnet www.MCYEnlneering.cctm STAMP: PIPING WANG, P.E. FLORID .yy'TION 44?1." N000, • 1�' _ih, el \..; 1P0 • 7■-••!C O. w , NOV 6 2DU zy p e • 1::3 O P ` tiluilito PRODUCT REVISED as complying with die Florida Bu ildiuig Code �! Acceptance No / ' Expiration Date ..17.77,77,711:, zui4' DRAWN: S.L. DATE 9 -22 -11 DWG: AD11 -20 DRAWING No: 1 OF 11 w D.L.O. WIDTH Q c D.L.O. WIDTH b 1/4" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS z 1 U) GLASS TYPE 'A' ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO ±90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPES A, B OR C AT 4" FROM FRAME ENDS AND 12" O.C. MAX. SPACING. EXTERIOR /INTERIOR GLASS TYPES 'A', 'B' OR 'C' 1/4" HEAT STREN'D GLASS .100" INTERLAYER SAFLEX HP PVB BY 'SOLUTIA' 1/4" HEAT STREN'D GLASS MASS TYPE 'B' GLAZING OPTIONS 9/16" OVERALL LAMINATED GLASS EXTERIOR /INTERIOR SILICONE DOW CORNING 995 GE ULTRAGLAZE SSG4000 TREMCO PROGLAZE SSG ALTERNATE GLAZING DETAIL #1 SILICONE SEALANT OPTIONS: (6A) DOW CORNING 995 (6B) GE ULTRAGLAZE SSG4000 (6C) TREMCO PROGLAZE SSG 1/4" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/4" HEAT STREN'D GLASS 0 tmi 0 GLASS TYPE 'C' GLASS TYPES 'A', 'B' OR 'C' ALTERNATE GLAZING DETAIL #? FOR GLAZING DETAIL #2 ONLY LIMIT MAX. LOADS TO ±50.0 PSF LIMIT MAX. GLASS AREA TO 29 SQ. FT. GLAZING OPTION oTrulite GLASS & ALUMINUM SOLUTIONS" http9A4ww.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432 -8132 I f. 954 - 724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI REVN ©Resistor actor & STORM PROTECIIDN'" DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.Englnaedng@a8.neb www.MCYEngineertng.eom STAMP: YIPING WA FLOR , j i J0 e-s� e \> sy' '•. r® .O� 559 3 �r a �►In,J : . .p STATE O •� ' l�: . �A '_h 000•°°••"!` b PRODUCT C�i r�lla��A� Pfdiiibb PRODUCT REVISED as complying.with the Florida Building Code, Ac ptpnoe No % c -1 ,3 Expi�ratiou Date .i/TT7iit'( 014 By Miami 6 ode Pro, DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -2O DRAWING No: 2 OF 11 DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT EXT. ( +) INT. ( -) EXT. (4-) INT. ( -) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 114" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 99" 87.0 100.0 100.0 54" 87° 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69° 87.0 100.0 100.0 72" 87.0 100.0 100.0 36" 117° 87.0 100.0 100.0 39° 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 102" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 90" 87.0 100.0 100.0 57" 120° 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69" 87.0 100.0 100.0 72" 87.0 100.0 100.0 36" 87.0 100.0 100.0 39" 105" 87.0 100.0 100.0 42° 87.0 100.0 100.0 45" 87.0 100.0 100.0 48° 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 93° 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 100.0 69" 108' 87.0 100.0 100.0 72" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45' 87.0 100.0 100.0 48" 87.0 100.0 • 100.0 51" 96" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 111" 87.0 100.0 100.0 60° 87.0 100.0 100.0 63" 87.0 100.0 100.0 66° 87.0 100.0 100.0 69" 87.0 100.0 - DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.LO. WIDTH D.LO. HEIGHT EXT. (4) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42° 87.0 100.0 100.0 45" 114" 87.0 100.0 100.0 48° 87.0 100.0 100.0 51" 99" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 87.0 100.0 100.0 66" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 117° 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 102" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 63" 120° 87.0 100.0 100.0 66" 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0. 100.0 45" 87.0 100.0 100.0 48° 87.0 100.0 100.0 51 " 105" 87.0 100.0 100.0 54° 87.0 100.0 100.0 57° 87.0 100.0 100.0 60" 87.0 100.0 100.0 63° 87.0' 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42° 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 108' 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 100.0 100.0 1 63° 87.0 100.0 - 38" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42° 87.0 100.0 100.0 45" 87.0 100.0 100.0 48" 111" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 57" 87.0 100.0 100.0 60" 87.0 i 100.0 - DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' D.L.O. WIDTH D.L.O. HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. ( +) INT. (--) 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45" 114" 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 100.0 100.0 56° 87.0 1.00.0 97.9 57° 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45° 87.0 100.0 100.0 48" 117° 87.0 100.0 100.0 51" 87.0 100.0 100.0 54° 87.0 100.0 100.0 57° 87.0 100.0 - 36" 87.0 100.0 100.0 39" 87.0 100.0 100.0 42" 87.0 100.0 100.0 45° 120° 87.0 100.0 100.0 48" 87.0 100.0 100.0 51" 87.0 100.0 100.0 54" 87.0 98.5 98.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) 0 J 0 w D.L.O. WIDTH 0.1.0. WIDTH i :.;iii ors STEP 2: GLASS LOAD TABLES] GTruIite GLASS & ALUMINUM SOLUTIONS' http:/lwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-43241321f. 854- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLAST &aroRMPROTECTION= REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 8W SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Emat MCY.ErOIneerIng@attnat www.MCYEnpineedng.com STAMP: PIPING WANG, P.E. FLORIDA REGISTRATION OAP% ®fl° `%e% \G * N F•e ®sue , , Gi 0i33 / *�F m,3 '� Nov "15 20�� w STATE OF ;*ltt� P ffi Afi PRODUCT REVISED as complying with the Florida Baildihg Code Accaptanoe No 1 - .1 a I� Expiration Date By Miam ade Pro 2014 DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 3 OF 11 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS. NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 24° 30" 36" 42" 48" 54" 60" 66" 72" 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 81.7 100.0 75.0 100.0 70.1 100.0 66.5 100.0 63.9 100.0 24" 30" 36" 42" 48" 54° 60" 66" 72" 96" 87.5 100.0 87.5 100.0 84.4 100.0 73.9 100.0 66.3 100.0 60.7 100.0 56.4 100.0 53.2 100.0 50.8 100.0 24" 30" 36° 42" 48" 54" 60" 66° 72" 87.5 100.0 82.6 100.0 69.9 100.0 " 61.0 100.0 102 54.6 100.0 49.8 100.0 46.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY -- PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 108° 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 74.3 24" 30" 36" 42" 48" 54" 60" 114" 72.7 100.0 58.7 100.0 49.6 100.0 43.1 89.7 38.4. 79.8 34.8 72.4 32.0 66.7 24° 30" 36" 42° 48" 54" 60" 120° 62.2 100.0 50.2 100.0 42.3 88.0 36.8 76.5 32.7 68.0 29.6 61.5 27.2 56.5 Ix IN"4lISx IN-3 ALUM 4.0975 1 1.8066 ALUM W1 WIDTH (W) = W1 (JAMB) Ix IN"4 ll Sx IN '3 ALUM I 4.1419 i 1.8138 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION Ix IN"4 Sx IN ^3 8.5717 3.7792 WITHOUT REINFORCING 7 I revl I ALUM Ix IN-4 Sx INr3 8.6161 3.7730 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING [ WO 9 „/ 11FRAME HEIGHT W1 W2 WIDTH (W) _ W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES GTruIite GLASS & ALUMINUM SOLUTIONS' http:iiwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800 -432 -8132 I f. 954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI ()Resistor BLAST & STORM PROTECTION'', REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.Englneering@atLnet www.MCYEnginearIng com STAMP: PIPING WANG, P.E. FLORID glfflIATLON 9 558 *. 's N 2Q1f s' a: • S f A 1 °F O` •° w p . PRODU -��Ir to ��xxxxa T i t �t +e� PRODUCT REVISED as complying with the Florida Banding Code Acceptance No I . I Expiration Date B M IT&TfI:. .r y L11,. '.�� r ade Product DRAWN: S. L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 4 OF 11 m MULLION LOAD CAPACITY -- PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT 'EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 72" 78" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 82.9 100.0 75.4 100.0 69.1 100.0 24" 30" 36" 42" 48" 54" 60" 66° 72" 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 83.1 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 96" 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 59.9 100.0 53.3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 24" 30" 36" 42" 48" 54" 60" 66" 72" 102" 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 69.3 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W) FRAME HEIGHT EXT.( +) / INT.( -) EXT.( +) / INT.( -) 24" 30" 36" 42" 48" 54" 60" 66" 108" 84.2 100.0 67.3 100.0 56.1 1 00.0 48.1 100.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36" 42" 48" 54" 60" 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36° 42" 48" 54" 60" 120" 61.4 100.0 49.1 100.0 40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 FRAME JAMB DOOR MULLION INTERMEDIATE MULLION WITHOUT REINFORCING FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING WIDTH (W) = W1 (JAMB) 'TRUUTE' DOORS SEE SEPARATE NOA s f I I �\ I 1 / I 1 / I 5 FRAME HEIGHT j W1 W2 W1 WIDTH (W) = INTERMEDIATE HORIZONTALS W1 W2 WIDTH (W) = W1 + W2 2 'TRUUTE' DOORS SEE SEPARATE NOA 'C r- - I I // 4/ I\ I -- - /III\ I III �\ I III i/t \ III I / I ,� %O/r: FRAME HEIGHT -DI Lwi a W1 + W2 ANCHORS REOD.. W1 W2 SEE DOOR NOA WIDTH (W) = 2 + 4 'TRUUTE' DOORS SEE SEPARATE NOA 2 INTERMEDIATE HORIZONTAL WIDTH (W) _ W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES oTrulite GLASS & ALUMINUM SOLUTIONS' httpl/www.truilte.com 800 FAIRWAY DRIVE, Sutte 200 DEERFIELD BEACH, FL 33441 p. 800432 -8132 I L 954 - 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI ® Resistor 6LA9 sto T & STORM PROTECTION"" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 -271 -0117 Email: MCY.EngIneedng@aft.net www.MCYEngineerinp.com STAMP: PIPING WANG, P.E. FLf�RI{)i/t III9S9TAI1ON • • 559 0.4 Ift E N0V 201 4 5 141 7,...ed a STATE OF 8. PROD dt oe PRODUCT REVISED as complying with the Florida Building Code Acceptahoe No I Expiration Date By Ji ,,. Miam , i ade Product on • �► t4 DRAWN: S.L. DATE: 9- 22--11 DWG: AD11 -20 DRAWING No: 5 OF 11 STEP 3: MULLION LOAD CAPACITIES I MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.(+) INT.( -) 60° 72" 30" 33" 36" 39" 42" 48° 54" 30" 33" 36" 39" 42" 48" 54" 96° 102" 71.1 87.5 68.1 87.5 65.3 87.5 62.7 87.5 80.3 87.5 56.0 87.5 82.3 87.5 60" 64.5 87.5 62.0 87.5 59.6 87.5 57.5 87.5 55.5 87.5 51.8 87.5 72" 30° 33" 36" 39" 42" 48" 30" 33" 36" 39" 42" 48° 96" 120" 38.3 80.0 36.8 77.0 35.5 74.2 34.2 71.8 33.1 69.1 31.0 64.7 29.1 60.9 34.3 71.8 33.2 89.3 32.1 67.1 31.0 64.9 30.1 62.9 28.3 59.2 48.6 87.5 60" 30" 33" 36" 39° 42" 48° 54" 72" 30" 33" 35" 39" 42" 48" 54° 96" 108° 58.8 87.5 54.5 87.5 52.4 87.5 50.4 87.5 48.6 87.5 45.3 87.5 42.4 87.5 51.3 87.5 49.4 87.5 47.6 87.5 46.0 87.5 44.5 87.5 41.7 87.2 39.2 82.1 60" 30" 33" 36" 39" 42" 48" 54" 72" 30° 33° 36" 39° 42" 48° 54" 96" 114" 46.2 87.5 44.4 87.5 42.8 87.5 41.2 86.2 39.8 83.2 37.2 77.7 34.9 72.9 41.8 87.5 40.1 83.9 38.8 81.1 37.5 78.4 36.3 75.9 34.1 71.3 32.2 67.3 'TRULITE' DOORS SEE SEPARATE NOA TOTAL NO. OF ANCHORS ANCHORS AT DOOR MUWON HEAD TYPE AT FIX. LICE AT DOOR A 4 3 B 3 2 C 3 2 'TRULITE' DOORS SEE SEPARATE NOA MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM TOTAL NO. OF ANCHORS ANCHORS - 1 I • I I I TYPE DOOR HEIGHT ' 0 LENGTH (L) AT DOOR r /11;1 I / III �\ I// ICI I• \ ICI 1 I I \. III / I \�I�I // WIDTH (W2) 2 WIDTH (Wt) 2 2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM TOTAL NO. OF ANCHORS ANCHORS AT DOOR MULLION SILL TYPE AT FIX. LITE AT DOOR A 3 2 6 2 2 C 2 2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (1) EXT.( +) INT.( -) EXi.(+) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.(+) INT.( -) 60" 30" 33" 36" 39" 42" 48" 54" 90" 96" 85.0 87.5 so. 30" 33" 36° 39" 42" 48° 54" 90° 114° 44.3 87.5 81.3 87.5 42.6 87.5 78.0 87.5 41.1 85.9 74.9 87.5 39.6 82.9 72.1 87.5 38.3 80.1 67.0 87.5 35.9 75.0 62.6 87.5 33.7 70.6 72° 30° 33" 36" 39" 42" 48" 54" 77.0 87.5 72" 30" 33" 36" 39" 42" 48" 54" 39.7 83.0 74.0 87.5 38.3 80.2 71.3 87.5 37.1 77.6 68.7 87.5 35.9 75.1 86.3 87.5 34.8 72.8 82.0 87.5 32.8 68.6 58.2 87.5 31.0 84.8 60. 30" 33" 36" 39" 42" 48" 54" 90" 102" 67.0 87.5 60" 30" 33" 36" 39" 42" 48" 54" 90° 120" 36.9 77.1 64.3 87.5 35.5 74.3 61.8 87.5 34.3 71.7 59.5 87.5 33.1 69.2 57.3 87.5 32.0 67.0 53.5 87.5 30.0 62.8 50.1 87.5 28.3 59.2 72" 30" 33" 36" 39" 42" 48" 54° 60.5 87.5 72. 30" 33" 36° 39° 42" 48" 33.0 69.0 58.3 87.5 31.9 66.8 56.2 87.5 30.9 64.6 54.3 87.5 29.9 62.6 52.5 87.5 29.0 60.7 49.2 87.5 27.4 57.3 46.3 87.5 60° 30° 33" 36" 39" 42" 48" 54" 90° 108" 54.0 87.5 51.9 87.5 49.9 87.5 48.1 87.5 46.5 87.5 43.4 87.5 40.8 85.3 72" 30" 33" 36" 39" 42" 48" 54" 48.5 87.5 46.8 87.5 45.2 87.5 43.7 87.5 42.4 87.5 39.8 83.3 37.6 78.6 otTrulite GLASS & ALUMINUM SOLUTIONS"" http:lIwww.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800.432.8132 I L 964.724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI *Resistor B1.ABT &S!ORMpmmim 10N REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305- 271 -0117 Emeli MCY.EngtneedngCplatLnet www.MCYEngIn .00m STAMP: YIPING WANG, P.E. FLORIDA, �' TION Siff 4. °i00 \Q. c•" 2 •s'. ®l ° ° ®® �N O 559$ * • * • ., 1 ' NOV 52011 a+ac �, STA ; tu44 erg» •••plc n �t c9- ° °•`C� ,:°a" PROQUiy ®f�I>Sr"� �� ®� 88888881/840 PRODUCT REVISED as Sandi � I� the Fiorlda Accepteeoe No I'" I B , lotion Date ._, Mon: I:° • Dade Product"! By M 014- DRAWN: S.L. DATE: 9-22-11 DWG: AD11 -20 DRAWING No: 6 OF 11 • i MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (WI) WIDTH 02) LENGTH (A) LENGTH (L) EXT.( +) INT.(-) EXT.( +) INT.( -) 60" 30" 33° 36" 39" 42" 48° 54" 84" 90" 87.5 87.5 60" 30" 33° 36" 39" 42" 48" 54" 84" i08° 51.6 87.5 87.5 87.5 49.7 87.5 87.5 87.5 47.9 87.5 '87.5 87.5 46.2 87.5 87.2 87.5 44.7 87.5 81.0 87.5 41.9 87.5 75.7 87.5 39.4 82.4 " 30" 33° 36" 39" 42" 48" 54" 87.5 87.5 72" 30" 33" 36" 39" 42" 48" 54" 46.2 87.5 87.5 87.5 44.7 87.5 86.1 87.5 43.2 87.5 83.0 87.5 41.9 87.5 80.1 87.5 40.6 84.9 74.9 87.5 38.3 80.0 70.3 87.5 36.2 75.7 60" 30" 33° 36° 39" 42" 48" 54" 84" 96" 79.8 87.5 60" 30" .33" 36" 39" 42" 48" 54" 84° 114" 42.6 87.5 76.6 87.5 41.1 85.9 73.7 87.5 39.6 82.9 70.9 87.5 38.3 80.1 68.4 87.5 37.1 77.5 63.8 87.5 34.8 72.8 59.8 87.5 32.8 68.6 72" 30" 33" 36" 39" 42" 48" 54" 72.0 87.5 72" 30" 33" 36" 39" 42" 48" 54" 38.1 79.7 69.4 87.5 36.9 77.1 66.9 87.5 35.7 74.7 64.7 87.5 34.6 72.4 62.5 87,5 33.6 70.3 58.7 87.5 31.7 66.3 55.3 87.5 30.0 62.8 60" 30" 33" 36" 39° 42° 48° 54° 84" 102" 63.5 87.5 B0" 30" 33" 36" 39" 42" 48" 54" 84" 120" 35.7 74.7 61.1 87.8 34.5 72.1 58.8 87.5 33.3 69.6 58.7 87.5 32.2 67.3 53.3 54.8 87.5 31.2 65.2 51.2 87.5 29.3 61.2 87.5 48.1 87.5 27.6 57.8 72" 30° 33" 36" 39" 42" 48" 54" 102" 57.1 87.5 72" 30" 33° 36° 39" 42" 48" 31.9 86.8 30.3 55.1 87.5 51.6 30.9 64.6 81.5 53.2 87.5 87.5 29.9 62.6 51.5 87.5 27.7 29.0 60.7 45.6 49.9 87.5 54.9 28.2 59.0 87.5 46.9 87.5 26.6 55.7 44.3 87.5 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING NOMINAL DIMS. WITHOUT REINFORCING WITH REINFORCING WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.( +) INT.( -) WIDTH (W1) WIDTH (W2) LENGTH (A) LENGTH (L) EXT.( +) INT.( -) EXT.(+) INT.( -) 60" 30" 33" 36" 39" 42" 48" 54° 80" 90" 87.5 87.5 60" 30" 33" 38" 39" 42° 48" 54° 80" 108" 50.3 87.5 87.5 87.5 48.4 87.5 87.5 87.5 46.7 87.5 87.1 87.5 45.2 87.5 83.9 87.5 43.7 87.5 78.3 87.5 41.0 85.8 73.3 87.5 38.6 80.8 72" 30" 33" 36" 39" 42° 48° 54" 87.5 87.5 72" 30" 33" 36" 39" 42° 48" 54" 44.9 87.5 85.4 87.5 43.5 87.5 82.3 87.5 42.1 87.5 79.5 87.5 40.8 85.4 76.9 87.5 39.6 82.8 72.1 87.5 37.4 78.2 67.8 87.5 35.4 74.1 60" 30° 33" 36" 39" 42" 48" 54" ISO" 96" 76.9 87.5 60" 30" 33" 36" 39" 42" 48" 54" 80" 114" i4" 41.7 87.3 73.9 87.5 40.2 84.2 71.1 87.5 38.9 81.3 68.5 87.5 37.6 78.6 66.2 87.5 36.4 76.1 61.9 87.5 34.2 71.5 58.1 87.5 32.2 67.4 72" 30" 33" 36" 39" 42" 48° 54" 69.1 87.5 72" 30" 33" 36" 39° 42" 48" 54" 37.2 77.9 66.7 87.5 36.1 75.4 64.4 87.5 34.9 73.1 82.3 87.5 33.9 70.9 60.3 87.5 32.9 68.9 56.7 87.5 31.1 65.1 53.5 87.5 29.5 61.7 60" 30" 33° 36° 39" 42" 48" 54° 80" 102" 61.6 87.5 60" 30" 33" 38" 39" 42" 48" 54" 80" 120" 35.1 73.5 59.3 87.5 33.9 70.9 57.1 87.5 32.8 68.5 55.1 87.5 31.7 66.3 53.3 87.5 30.7 64.2 49.9 87.5 28.9 60.4 47.0 87.5 27.2 57.0 72" 30" 33° 36" 39" 42" 48" 54" 55.2 87.5 72" 30" 33" 36" 39" 42° 48° 31.3 65.5 53.3 87.5 30.3 63.4 51.6 87.5 29.4 81.5 49.9 87.5 28.5 59.7 48.4 87.5 27.7 58.0 45.6 87.5 26.2 54.9 43.1 87.5 I STEP 3: MULLION LOAD CAPACITIES GTruIite GLASS & ALUMINUM SOLUTIONS" http://www.tuRe.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 600- 432 -8132 1 1.964- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI Resistor BLASTS STOMA PRO7ECe0NI• REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. FL 33173 P: 305 - 271 -0117 EmaII MCY.Englneering @ atthet www.MOY5nglneertng.can STAMP: PRODUCT REVISED as complying with the Florida Building Code Acceptanoe No Expiration Rate By Miem 2014. .. Product DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 7 OF 11 ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) ANCHOR LOAD CAPACITY - PSF EXT.( +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT 'A2' .Mi. 'A4' 'B2' 'Cr 'C3' 24" 30" 36" 42" 48" 54° 60 66" 72" 78" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 90.8 100.0 100.0 100.0 100.0 100.0 100.0 80.7 100.0 100.0 100.0 100.0 100.0 100.0 72.6 100.0 100.0 94.5 100.0 97.2 100.0 88.0 99.0 100.0 85.9 100.0 88.4 100.0 60.5 90.8 100.0 78.8 100.0 81.0 100.0 24° 30" 36" 42" as" 54" 60" 66° 72" 84" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 100.0 100.0 100.0 100.0 84.3 100.0 100.0 100.0 100.0 100.0 100.0 WIDTH (W) FRAME HEIGHT 'A2' "A3. 'A4' 'B2' 'BS' .03. 24" 30" 36" 42" 48" 54" 60° 114" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.4 100.0 100.0 100.0 100.0 100.0 100.0 82.8 100.0 100.0 100.0 100.0 100.0 100.0 71.0 100.0 100.0 92.4 100.0 95.0 100.0 82.1 93.2 100.0 80.8 • 100.0 83.2 100.0 55.2 82.8 100.0 71.9 100.0 73.9 100.0 49.7 74.5 99.4 64.7 97.0 68.5 99.8 24" 30° 36" 42° 48° 54" 60" 120" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.4 100.0 100.0 100.0 100.0 100.0 100.0 78.7 100.0 100.0 100.0 100.0 100.0 100.0 67.4 100.0 100.0 87.8 100.0 90.3 100.0 59.0 88.5 100.0 76.8 100.0 79.0 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 47.2 70.8 94.4 61.4 92.2 63.2 94.8 74.9 100.0 100.0 97.5 100.0 100.0 100.0 67.4 100.0 100.0 87.8 100.0 90.3 100.0 81.3 91.9 100.0 79.8 100.0 82.1 100.0 56.2 84.3 100.0 73.1 100.0 75.2 100.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 90" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 89.9 100.0 100.0 100.0 100.0 100.0 100.0 78.7 100.0 100.0 100.0 100.0 100.0 100.0 • 69.9 100.0 100.0 91.0 100.0 93.6 100.0 82.9 94.4 100.0 81.9 100.0 84.3 100.0 57.2 85.8 100.0 74.5 100.0 76.6 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 24" 30" 36" 42" 48" 54" 6o" 66" 72" 96" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 100.0 100.0 100.0 100.0 84.3 100.0 100.0 100.0 100.0 100.0 100.0 73.8 100.0 100.0 96.0 100.0 98.8 100.0 65.6 98.3 100.0 85.3 100.0 87.8 100.0 59.0 88.5 100.0 76.8 100.0 79.0 100.0 53.6 80.5 100.0 69.8 100.0 71.8 100.0 49.2 73.8 98.3 64.0 96.0 85.8 98.8 24" 30" 38" 42" 48" 54" 60" 66" 72" 102° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 92.5 100.0 100.0 100.0 100.0 100.0 100.0 79.3 100.0 100.0 100.0 100.0 100.0 100.0 89.4 100.0 100.0 90.4 100.0 92.9 100.0 81.7 92.5 100.0 80.3 100.0 82.6 100.0 55.5 83.3 100.0 72.3 100.0 74.4 100.0 50.5 75.7 100.0 65.7 98.6 67.6 100.0 46.3 69.4 92.5 60.2 90.4 62.0 92.9 24" 30" 36" 42" 48" 54" 60" 66" 108" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 87.4 100.0 100.0 100.0 100.0 100.0 100.0 74.9 100.0 100.0 97.5 100.0 100.0 100.0 65.6 98.3 100.0 85.3 100.0 87.8 100.0 58.3 87.4 100.0 75.9 100.0 78.0 100.0 52.4 78.7 100.0 68.3 100.0 70.2 100.0 47.7 71.5 95.4 62.1 93.1 63.8 95.8 ANCRQRS=3.; SEE SHEET 9 FOR DESCRIPTION AT JAMB OR EACH AT JAMB OR EACH AT JAMB OR EACH AT JAMB OR EACH AT JAMB OR EACH AT JAMB OR EACH AT JAMB OR EACH SIDE OF MULUON SIDE OF MUWON SIDE OF MUWON SIDE OF MULUON SIDE OF MULUON SIDE OF MULLION SIDE OF MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERMEDIATE HORIZONTAL W1 W2 W3 AT FRAME JAMB AT FRAME MULLION 2 IRUUTE' DOORS WIDTH (W) to WI AT FRAME JAMB W2 + W3 2 AT FRAME MUUJON 1 3/4" INTERMEDIATE HORIZONTAL 'TRIJLITE. DOORS SEE SEPARATE NOA WIDTH (W) W1 AT FRAME JAMB W2 + W3 WIDTH (W) 2 AT FRAME MULLION ITansW DOORS SEE SEPARATE NOA • W1 W2 W3 AT FRAME JAMB W2 + W3 WIDTH (W) AT FRAmE MULLION 2 STEP 4: ANCHOR LOAD CAPACITY oTrulite 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-4324132 I f. 964-7244083 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI GResiptor REVN DATE/REMARKS MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.ErtglneerIng@aftJtet STAMP: FLORIDA REGISTRATION PE #55983 44V -k se GEN8Z% NOV 1$2011 PRO: 1.9% iftOL APPSVAti, STATE OF PRODUCT MIRED as compiyint with the Florida Baildthg Code Accepttmoe No Expiration Rata gArld!NIV Olt c.414 o By M Dade Pratt. DATE: 9-22-11 DWG: AD11-20 DRAWING No: 8 OF 111 I .III \\ I 1 eo op l• III /1 L\ _\ III'_-' op JFRAME HEIGHT • W1 W2 W3 AT FRAME JAMB W2 + W3 WIDTH (W) AT FRAmE MULLION 2 STEP 4: ANCHOR LOAD CAPACITY oTrulite 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800-4324132 I f. 964-7244083 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI GResiptor REVN DATE/REMARKS MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Email: MCY.ErtglneerIng@aftJtet STAMP: FLORIDA REGISTRATION PE #55983 44V -k se GEN8Z% NOV 1$2011 PRO: 1.9% iftOL APPSVAti, STATE OF PRODUCT MIRED as compiyint with the Florida Baildthg Code Accepttmoe No Expiration Rata gArld!NIV Olt c.414 o By M Dade Pratt. DATE: 9-22-11 DWG: AD11-20 DRAWING No: 8 OF 111 OR INTERIOR EDGE DISTANCE TYPICAt ANCH014 SEE. ELEV. FOR SPACING a 1BY OR 2BY WOOD BUCKS 4. 0 ° 0 I it a 0 a it 0 0 1► 11_w' f , I 4 a Q v. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE 41. a� m Ma 4 SHIM SPACE EDGE DISTANCE TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 'TYPICAL ANCHORS SEE ELEV. FOR SPACING Pr" U my MIAM1 —DADE COUNTY APPROVED I MULLION & MULLION ANCHORS I SEE SEPARATE NOA EDGE DISTANCE TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM SPACE TYPICAL ANCHORS EDGE DISTANCE SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TRULITE. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD INTO CONC. THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. TYPE 'B' 1/4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI. Fy =155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1 -5/8" MIN. EMBED INTO CONCRETE OR MASONRY. TYPE 'C' #1 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (1 /8" THK. MIN.) INTO METAL STRUCTURE. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 --1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'C = 3000 PSI MIN. C-90 HOLLOW /FLLED BLOCK f'm = 2000 PSI MIN. SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH SILICONE GLAZING OPTIONS 6A, 6B OR 6C. FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED oTrulite GLASS & ALUMINUM SOLUTIONS"' http lwww.trullte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800. 432.81321 P. 964- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI • Resistor BLAST& BTCR PROTECTION"' REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P:305- 271 -0117 Email: MCY.Englaaodng@af.net w .MCYEnglneedng,com STAMP: YIPING WANG, P.E. FLORID t gg1FTWN F. No 55983, • as '�• • it o tt. 1--F•.(9R %0, 0\4° PRODUCT REVISED as complyinii with the Florida Building Code Acceptance No Expiration Ike Iff,r %'f# By ' Miami Product Coit ) . :411', DRAWN: S.L. DATE: 9 -22-11 DWG: AD11 -20 DRAWING No: 9 OF 11 WOOD BUCK FILLER OPTIONAL BY OTHERS V • • O 0 0 0 MIN. & MAX. GAP 0 \\ , 0 D.L OPG. SIUCONE SEALANT DOW CORNING 790 OR EQUAL. RECOMMENDED SEALANT DEPTH SHALL BE HALF THE SEALANT WIDTH. FRAME WIDTH 0 ■ D.L. OPG. MIN. & MAX. GAP SEE CHART BELOW SEE CHART BELOW MAX. FRAME HEIGHT GAP MIN. MAX. 60" 3/16" 1/2" 72° 1/4° 1/2" 84" 1/4° 1/2" 96° 3/8° 1/2° 108" 3/8" 1/2" 120" 1/2° 1/2" MAX. FRAME MAX. GAP AT WIDTH EACH SIDE 30 FT. 1 -1/8" 60 FT. 1 -1/8° ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE MMES. EXTERIOR OR INTERIOR AGP -154 (1046A) JAMB/HEAD MIN. #10 -24 AT 12" O.C. MIAMI —DADE COUNTY _ APPROVED DOOR BY 'TRULITE' SEE SEPARATE NOA FOR DOOR RATING AND DETAILS MIN. 12 -24 SMS FRAME WIDTH r REINFORCING OPTIONAL SEE CHARTS ON SHEETS 4 THRU 7 MIAMI—DADE COUNTY APPROVED DOOR BY 'TRUUTE' SEE SEPARATE NOA FOR DOOR RATING AND DETAILS MIN. 12 -24 SMS MIN. 3 HINGES GTruIite GLASS & ALUMINUM SOLUTIONS' http:l/www.trulite.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH, FL 33441 p. 800- 432 -8132 1.954- 724 -2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI • Resistor BLAST & STOR 41 PR01EOUON'" REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305 - 271 -0117 Errol: MCY.Englneeriltg©attnat www.MCYEngrneerrng.oan STAMP: WINING WANG, P.E. FLORI a v ` $P ;IRON J e ® ® �•E N• S� AY•G ®a ®®v • ° ‘ F 4. m :� y ., • 559 a 9�X m '%l : • • °, OV 1 2099 ,s . STATE O F °' %�� °•��t;► Off; `,��w� loJJH dill!® PRODUCT REVISED • as complying with the Florida Building Code Acceptance No - . Ex,irationDate — ir7?'tb l , G By ,...._' ! Miam 'adi'Product DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 10 OF 11 ti 1. BILL OF MATERIALS I TEM QTY. PROFILE DESCRIPTION MATERIAL MANUFACTURER/REMAR KS 1 AS REQD. 2 AS READ. 3 AS REQD. 4 1/ CORNER 5 AS READ. 6A AS REQD. GB AS READ. 6C AS REQD. 3001 3002 3003 3004A H -63 DC995 SSG4000 PROGLAZE SSG FRAME HEAD /SILL /JAMB ALUM. 6063 —T6 TRULITE INTERMEDIATE MULLION (VERT /HORIZ) GLAZING STOP SHEAR BLOCK GLAZING GASKET SIUCONE SEALANT SILICONE SEALANT SILICONE SEALANT ALUM. 6063 —T6 ALUM. 6063 —T5 ALUM. 6063 —T6 EPDM SILICONE SILICONE SILICONE TRUUTE TRUUTE 1° LONG DOW CORNING CE (MOMENTNE) TREMCO 7 2/ CORNER 8 2/ CORNER 9 BA 10 S14 P13 AS READ. V2100 V2200 10A AS READ. 11 AS REQD. H620 3004A #2 -24 x 3/4" FLAT HEAD THREAD CUTTING SCREWS 1/2 -20 x 1 -1/2" PAN HEAD MACHINE SCREWS GLAZING FOAM TAPE GLAZING FOAM TAPE SETTING BLOCK (1/2" x 1/8" x 4" LONG) SETTING BLOCK (1/2" x 1/4° x 4° LONG) ALUMINUM REINFORCEMENT EPDM EPDM ALUM. 6063 —T6 NORTON NORTON TRUUTE 250 4.500 to 2.750 0 FRAME HEAD /SILL /JAMB .125 SHEAR BLOCK .250 4.600 9 — — 2.750 -- —� .,_.125 O FRAME INTERMEDIATE MULUON 1.095 3 Q WEDGE —IN GASKET 0 GLAZING STOP (9/16" GLASS) .988 —j 3.938 REINFORCEMENT A. HEAD ASSEMBLY B. INTERM. HORIZONTAL C. SILL ASSEMBLY GENERAL NOTE: 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS, INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS TO BE SEALED WITH CLEAR COLORED SEALANT. GTruIite GLASS & ALUMINUM SOLUTIONS° http:llwww.trutlte.com 800 FAIRWAY DRIVE, Suite 200 DEERFIELD BEACH. FL 33441 p. 800 - 432.8132 I L 954-724-2083 PRODUCT: Resistor 3000 STOREFRONT WALL -LMI © Resistor BLAST & STORM PROTECYION TM REVN DATE /REMARKS ENGINEER: MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FL 33173 P: 305-271-0117 Small: MCY.EnglneerirB@lattnet www.MCYEnglneering.com STAMP: PRODUCT PRODUCT REVISED us complying with the Florida Building Code Accept noe Expirutiom DatNo e .!rormi t Byl...',,'. Mi- i ado Product d;''tro 2014- DRAWN: S.L. DATE: 9 -22 -11 DWG: AD11 -20 DRAWING No: 11 OF 11. 4" MAX. HEAD /SILL CORNERS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES K2LM ALUMINUM OUT —SWING DOOR USE BUMPER THRESHOLD ( #5A -I-5B) WHEN WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. USE HIGH -RISE THRESHOLD COVER ( #5A-I -5C) WHEN WATER INFILTRATION REQUIREMENTS MUST BE MET. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0 /X) OR DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS. SEE CHARTS ON SHEETS 5 & 6 FOR DESIGN LOAD CAPACITY OF DOOR MULLION. USE LOWER VALUES OF DOOR MULLION CHARTS (SHEETS 5 & 6) OR DOOR CAPACITY CHARTS (SHEETS 2 & 3). 51 1/2" MAX. FRAME WIDTH 13 1/2" MAX. HEAD SILL 1- La 37 3/4" MAX. D.L. OPG. 48" MAX. LEAF WIDTH SURFACE APPUED FALSE MUNTINS MAY BE USED ANCHORS REQD. SEE CHART BELOW FOR QUANTITIES 99 3/4" MAX. 4 " MAX. HEAD /SILL CORNERS AT HEAD /SILL rnr►- wII�MM��I11�r'm wt� / / / / / / / SUBSTRATE / 1 I II 1I 11 II —7-----if :11 2 / // / 3 \ \ ____H\, \ I I 1 11 li II 11 \ \ ACTIVE \ \ 1- La 37 3/4" MAX. D.L. OPG. 48" MAX. LEAF WIDTH SURFACE APPUED FALSE MUNTINS MAY BE USED ANCHORS REQD. SEE CHART BELOW FOR QUANTITIES 99 3/4" MAX. 4 " MAX. HEAD /SILL CORNERS AT HEAD /SILL rnr►- wII�MM��I11�r'm wt� 37 3/4" MAX. Q.L. OPG. TYPICAL ELEVATIONS NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4. 48" MAX. / / / / / / / SUBSTRATE / WOOD 9 CONCRETE 3 METAL 3 37 3/4" MAX. Q.L. OPG. TYPICAL ELEVATIONS NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 THE FLORIDA BLDG. CODE SECTION 2003.8.4. 48" MAX. D.L. OPG. LEAF WIDTH TOTAL N0. OF ANCHORS AT MTG. STILE ENDS / / / / / / / SUBSTRATE UPTO 120 IN. WOOD D.L. OPG. LEAF WIDTH TOTAL N0. OF ANCHORS AT MTG. STILE ENDS FOR FRAME HT. SUBSTRATE UPTO 120 IN. WOOD 9 CONCRETE 3 METAL 3 LEAF WIDTH LAMINATED GLASS LARGE MISSILE IMPACT Engr: S;AVAO CML • %V AT' Pi ODUCT Halide as cemptyi� Bulldieg Code ',A.c cptaaee No - % • r �3ration Dpi ,,It'JY . ✓ Idiom ,adePE, t, l ra 1) c ) cc W x w 1n C° t co, 77) NM Lt) J ty M W to —� t c dl c 0 c ) V/ 8 a W P A 0 a 0 0 0 0 4 0 c drawing no. W04 -91 (sheet 1 of 11) U � ai 0- 0 00 0 ( X ) LEAF WIDTH LEAF WIDTH C , , . \, i , , i /.. 55 55 55 .` / / / / / / / TNT.( -} z C % 100.0 120.0 RI 36 100.0 120.0 80 42 `, 120.0 48 ( X ) LEAF WIDTH LEAF WIDTH ( XX ) cD z a 0 z 8 e- C , , . \, i , , i /.. 55 55 55 .` LEAF WIDTH INCHES / , TNT.( -} \\\ 30 100.0 120.0 ( XX ) cD z a 0 z 8 e- C , , . \, i , , i /.. 55 55 55 .` LEAF WIDTH INCHES EXT.( h) TNT.( -} 30 ( X ) LEAF WIDTH LEAF WIDTH ANCHORS REQD. SEE CHART ON SHEET 1 FOR QUANTITIES ANCHORS REQD. ( XX SEE CHART ON SHEET 1 FOR QUANTMES SINGLE OR DOUBLE ENTRANCE DOORS ¶/0 TRANSOM NOMINAL DIMS. DESIGN LOAD CAPACITY -PSF OPNG. HEIGHT INCHES LEAF WIDTH INCHES EXT.( h) TNT.( -} 30 100.0 120.0 36 100.0 120.0 80 42 100.0 120.0 48 100.0 120.0 30 100.0 120.0 36 100.0 120.0 84 42 100.0 120.0 46 100.0 120.0 30 100.0 120.0 36 100.0 120.0 96 42 100.0 120.0 48 100.0 120.0 30 100.0 120.0 36 100.0 120.0 108 42 100.0 120.0 48 100.0 120.0 30 100.0 100.0 36 100.0 100.0 120 42 100.0 100.0 48 100.0 100.0 #12 -24 X 3/4° FH SCREWS AT 4" FROM CORNERS AND 12" Q.C. MAX. SPACING SILICONE DOW CORNING 795 TRANSOM JAMB 1/4° HEAT STREN'D GLASS .120" INTERLAYER UVEKOL S LIQUID RESIN BY 'SURFACE SPECIALTIES' 1/4" HEAT STREN'D GLASS CO U) GLASS TYPE 'A' SILICONE DOW CORNING 995 PECORA 895 GE 2000 1/4" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL S LIQUID RESIN BY 'SURFACE SPECIALTIES' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 995 PECORA 895 GE 2000 ti SILICONE DOW CORNING 795 SIUCONE DOW CORNING 795 1/4° HEAT STREN'D GLASS 0.100° INTERLAYER SAFLEX IIIG OR SAFLEX HP BY 'SOLUTIA' z m NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -- DEC --219 1/4" HEAT STREN'D GLASS GLASS TYPE 'B' GLAZING DETAILS TRANSOM SILICONE DOW CORNING 995 PECORA 895 GE 2000 1/4° HEAT STREN'D GLASS 0.100" INTERLAYER SAFLEX 1110 OR SAFLEX HP BY ' SOLUTIA' 1/4" HEAT STREN'D GLASS DOW SIUCONE CORNING 995 PECORA 895 • c� ua,.ul�1 GE 2000 i EAgr. JAVAD .AIIMAD CIVIL FLA. PE 70592'• C.A.}. 38 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS DOOR LEAF CT 25 2011 PRODUCT REVISED as camiplyinggwith the Flodda Building Code Acceptance No Expiration Date 3 a 0 u c s °0 w 0 c rn 0 0) .v L O 0) m z z a b a B 0 m V a N O drawing no. W04-91 (sheet 2 of 11) SINGLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. OPNG. WIDTH INCHES DOOR HEIGHT INCHES TRANSOM HEIGHT INCHES EXT. ( +) INT. ( ~) 48 MAX. 108 MAX. 60 100.0 120.0 ( O/X ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. WITH REINF. OPNG. WIDTH INCHES DOOR HEIGHT TRANSOM INCHES HEIGHT INCHES Ext ( +) INT. ( -) EXT. ( +) INT. (--) 60 80 24 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 38 100.0 118.2 100.0 120.0 42 100.0 112.1 100.0 120.0 48 100.0 106.6 100.0 120.0 72 96 24 90.4 90.4 100.0 120.0 30 36 42 48 85.2 85.2 100.0 120.0 80.4 80.4 100.0 120.0 76.0 76.0 100.0 120.0 72.0 72.0 100.0 120.0 84 24 30 36 42 48 65.4 65.4 100.0 120.0 61.3 81.3 100.0 120.0 57.6 57.6 100.0 120.0 54.2 54.2 100.0 120.0 51.2 51.2. 100.0 120.0 96° 24 30 36 42 49.1 49.1 100.0 120.0 45.8 45.8 100.0 120.0 42.8 42.8 100.0 120.0 40.1 40.1 100.0 120.0 80 52.5 24 30 36 100.0 120.0 100.0 120.0 100.0 113.9 100.0 120.0 100.0 108.3 100.0 120.0 72 100.0 24 30 36 82.2 82.2 100.0 120.0 77.8 77.8 100.0 120.0 73.7 73.7 100.0 120.0 84 108 24 30 36 59.4 59.4 100.0 120.0 56.0 55.0 100.0 120.0 52.8 52.8 100.0 120.0 96" 100.0 24 30 36 44.7 44.7 100.0 120.0 41.8 41.8 100.0 120.0 39.3 39.3 100.0 120.0 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. WITH REINF. OPNG. WIDTH INCHES DOOR HEIGHT INCHES TRANSOM HEIGHT INCHES EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 60 80 24 100.0 120.0 100.0 120.0 30 100.0 120.0 100.0 120.0 36 100.0 120.0 100.0 120.0 42 100.0 120.0 100.0 120.0 48 100.0 120.0 100.0 120.0 54 100.0 113.7 100.0 120.0 80 100.0 108.0 _ 100.0 120.0 72 24 100.0 104.3 100.0 120.0 30 36 42 48 54 97.6 97.6 100.0 120.0 91.5 91.5 100.0 120.0 86.0 88.0 100.0 120.0 81.0 81.0 100.0 120.0 76.5 76.5 100.0 120.0 84 24 30 36 42 48 75.4 75.4 100.0 120.0 70.2 70.2 100.0 120.0 65.6 65.6 100.0 120.0 61.4 61.4 100.0 120.0 57.6 57.6 100.0 120.0 96" 24 30 36 42 58.7 56.7 100.0 120.0 52.5 52.5 100.0 120.0 48.8 48.8 100.0 120.0 45.4 45.4 100.0 120.0 60 84 24 30 36 42 48 54 60 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 116.3 100.0 120.0 100.0 110.4 ' 100.0 120.0 100.0 105.0 100.0 120.0 72 24 30 36 42 48 54 100.0 100.5 100.0 120.0 94.1 94.1 100.0 120.0 88.4 88.4 100.0 120.0 83.3 83.3 100.0 120.0 78.6 78.6 100.0 120.0 74.3 74.3 100.0 120.0 84 24 30 36 42 48 72.6 72.6 100.0 120.0 67.8 67.8 100.0 120.0 63.4 63.4 100.0 120.0 59.4 59.4 100.0 120.0 55.8 55.8 100.0 120.0 96" 24 30 36 42 54.8 54.6 100.0 120.0 50.7 50.7 100.0 120.0 47.1 47.1 100.0 120.0 43.9 43.9 100.0 120.0 E7= TRANSOM WITHOUT REINF. TRANSOM WITH REINF. Fnar: JPMAD.'AHMAD CIVIL FLA. {;E it •70592 C.A.N. 538 ( O /XX ) PRODUCT REVISED as complying with the Florida Building Code a �� Acceptance NO Exphation Date T1i7J' ir,_, . „...pro: MB i re'`' U z le P cc O Rg t u. O t ✓ � c� o 1k ▪ §O Q .:Jart U { U 0 a N ) M c 0 c 0 a 0 g °2 I ts 0 Sc 0 CD 0 .` • 0 i drawing no. W04 -91 (sheet 3 of 11) ) sheet 4 of 11) 99 3/4" MAX. 4" MAX. HEAD /SILL CORNERS FRAME WIDTH 94 1/4" Q.L. OPG. 13 1/2" MAX. TYP. AT HEAD /SILL D.L. OPG. 48" MAX. LEAF WIDTH \ \ / II II II ill II / II / . .0:.. II II II II / / / / WOOD \ 8 - \ \ II - -Ir I I \ 1 I I I OI — \ \ \ ACTIVE \ METAL II 4 II ` II / { / I / I I 37 3/4" MAX. D.L. OPG. 48" MAX. LEAF WIDTH \ \ • I \ I I II\ 1 1 \ WITHOUT REINF. . \ N. 14/ If WOOD II 8 II 3 II METAL II 4 II ` II / { / I / 1/ / 1 / / I / IN- ACTIVE / •r 37 3/4" MAX. ( o /XX ) TYPICAL ELEVATI ©N D.L. OPG. 48" MAX. LEAF WIDTH SUBSTRATE NO. OF ANCHORS AT TRANSOM ENDS WITHOUT REINF. WITH REINF. WOOD 5 8 CONCRETE 3 5 METAL 3 4 i' tOI)UCT REVISED Florida atconidy a8 with B1SIlding Code A,tceptdtoe No _ . e; C tion Date _ niAir. 0 `"F Dade Pro et 171, z 1- gE RI 4 .0 8k ale 840 w �y� z 8 t r-. is 0 0 0 2 90 ) v a 0 5 N r 0 c 0 A 0 o. drawing no. W04 -91 3 sheet 5 of 1 1 ) .DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS -PSF WIDTH (W) FRAME HEIGHT EXT.(+) & INT.(-1 24" 4 100.0 30" 100.0 36" 100.0 42" 80" 100.0 48" 100.0 54" 100.0 60" 100.0 24" 100.0 30" 100.0 36" 100.0 42" 84" 100.0 48" 100.0 64" 100.0 60" 100.0 24" 100.0 30° 100.0 36" 100.0 42" 90" 100.0 48" 100.0 54" 100.0 24" 100.0 30" 100.0 36" 86" 100.0 42" 100.0 48" 100.0 24" 100.0 30" 100.0 36" 102" 100.0 42" 100.0 48" 100.0 24" 100.0 30" 100.0 36" 108° 100.0 42" 100.0 24" 100.0 30" 114" 100.0 36" 100.0 42" 100.0 24" 100.0 30" 100.0 36" 120° 100.0 42" 99.7 DOOR MULLION WIDTH (W) m - W1 4- W2 2 Q W1 WIDTH (W) = .21 + W2 Engr•. • JAVAD APIMAU VIL: FIA.. pE 7Q592 C.A.N. 353!3 CT 25 2011 ,t PRODUCt REVISED as a:implying with die Flozlda Banding Cade Accasimoo No I ' ®I fation Date PITY/V/0 Il i Miam s : i -'Pro et' 0,"`" t(i o a � D u. 0,80 G aa O 6 I eg O oi tiz a 1 6 ALUM OUT -SWING a r 0 u 6 2 ti • < n V drawing no. W04 -91 NO. OF ANCHORS AT SUBSTRATE DOOR MULLION WOOD 8 CONCRETE 4 METAL 4 Q W1 WIDTH (W) = .21 + W2 Engr•. • JAVAD APIMAU VIL: FIA.. pE 7Q592 C.A.N. 353!3 CT 25 2011 ,t PRODUCt REVISED as a:implying with die Flozlda Banding Cade Accasimoo No I ' ®I fation Date PITY/V/0 Il i Miam s : i -'Pro et' 0,"`" t(i o a � D u. 0,80 G aa O 6 I eg O oi tiz a 1 6 ALUM OUT -SWING a r 0 u 6 2 ti • < n V drawing no. W04 -91 DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY DOOR MULLION LOAD CAPACITY NOMINAL DIMS. LOADS-PSF NOMINAL DIMS. LOADS -PSF NOMINAL DIMS. LOADS -PSF NOMINAL DIMS. LOADS --PSF DOOR WIDTH W1 SIDELITE WIDTH W2 DOOR HEIGHT A FRAME SPAN L EXT. + INT. - 80" 30" 33" 39° 42" 72" 3o° 33" 39" 42° 84" 30" 33" 39" 42° 96° 30" 33" 39" 42° 80" 108" 100.0 100.0 100.0 100.0 DOOR WIDTH W1 60" SIDELITE WIDTH W2 30" 33" 39" 42° 100.0 100.0 100.0 100.0 72" 30" 33° 39" 42" 100.0 100.0 97.3 94.7 84" 96.7 94.2 89.4 87.3 60" 30" 33" 39" 42" 72" 84" 30" 33" 39" 42" 30" 33" 39" 42" 96" 30" 33" 39" 80" 114" 100.0 100.0 100.0 99.5 98" 60" 30" 33" 39" 42" 30" 33" 39" 42" 100.0 98.4 92.7 90.1 72" 30" 33" 39° 42" 30" 33" 39" 42" DOOR HEIGHT A 91.6 89.1 84.4 82.2 84" 83.5 81.4 77.4 98" 30" 33" 42" 30" 33" 39" 84" 84" FRAME SPAN L 114" INT. N 100,0 100.0 100.0 100.0 DOOR WIDTH W1 60" SIDELITE WIDTH W2 30" 33" 39" 42" 100.0 100.0 100.0 100.0 72" 30" 33" 39" 42" 100.0 100.0 100.0 97.8 84" 30° 33" 39" 42" 100.0 97.7 92.6 90.3 100.0 100.0 100.0 100.0 96" 60" 30" 33" 39" 42" 100.0 100.0 95.4 92.8 72" 30" 33" 39" 42" 30" 33° 39" 42" DOOR HEIGHT A 94.7 92.0 87.0 84.7 84" 86.5 84.2 80.0 96" 30" 33" 39" 42" 30" 33" 39" 98" 98" FRAME SPAN L 108" 114" IM. M 100.0 100.0 100.0 100.0 DOOR WIDTH W1 80" SIDELITE WIDTH W2 30" 33" 39" 42" 100.0 100.0 100.0 100.0 72" 30" 33" 39" 42" 100.0 100.0 100.0 100.0 84" 100.0 100.0 100.0 96" 30" 33° 39" 30" 33" 39° DOOR HEIGHT A 108° FRAME SPAN L 114" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 100.0 100.0 100.0 100.0 60" 100.0 100.0 100.0 100.0 72" 30° 33° 39" 42" 30" 33" 39" 42" 100.0 100.0 100.0 95.6 84" 30" 33" 39" 42" 92.8 96.5 96" 30" 33" 108" 120" 100.0 100.0 100.0 100.0 100.0 100.0 98.8 95.5 100.0 97.4 91.1 88.3 92.9 89.9 93.7 88.5 60" 30" 33" 39" 42" 72" 30" 33" 39" 42" 84" 30" 33" 39" 42° 96" 30" 33° 80" 120" 99.7 96.4 90.4 87.6 60" 30" 33" 39" 42" 88.8 88.1 81.3 79.1 72" 80.0 77.9 73.9 72.1 84" 72.7 71.0 98" 30" 33" 39" 42" 30" 33" 39» 42" 30" 33" 84" 120" 100.0 99.0 92.6 89.7 60" 30" 33" 39" 42" 91.4 88.5 83.5 81.2 72" 30" 33" 39" 42" 82.5 80.3 76.0 74.1 84" 30" 33" 39" 42" 75.2 73.3 98° 30" 33" 96" 120" 100.0 100.0 99.8 96.5 100.0 96.8 90.7 87.9 91.0 88.2 83.1 80.7 83.3 81.0 J W I W2 SIDELITE WIDTH W1 DOOR WIDTH 0 LU NO. OF ANCHORS AT SUBSTRATE DOOR MULUON WOOD d / / / \ \ \ / \ / W1 DOOR WIDTH 0 LU • I .. Cttgr. JAVAD AMMO FLA: PE # • 70592 C.A.N. 8 2011 PRODUCT REVISED as complyitl8 with the Flozida Building eatNov w ALP • Pro: ct ttol By. Mime ,(44""u U) f C 0 0 v C 0 v ri 0 a 0 1 ) drawing no. W04-91 (sheet 6 of 1 y NO. OF ANCHORS AT SUBSTRATE DOOR MULUON WOOD 12 CONCRETE 8 METAL 6 • I .. Cttgr. JAVAD AMMO FLA: PE # • 70592 C.A.N. 8 2011 PRODUCT REVISED as complyitl8 with the Flozida Building eatNov w ALP • Pro: ct ttol By. Mime ,(44""u U) f C 0 0 v C 0 v ri 0 a 0 1 ) drawing no. W04-91 (sheet 6 of 1 y TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL TYPICAL ANCHORS STRUCTURE SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'SMI SYSTEMS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1./4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO MASONRY 1 -3/4" MIN. EMBED INTO CONCRETE #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MUWONS (MIN. THK. =1/8 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. TYPICAL CL TO CL DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1" MIN. REINFORCING CHANNELS TYPE OPTIONAL SEE SHEET 3 FOR CAPACITY O 8 OT APPR'D FOR ° j- 5 WATER RESIST. —t— 11 -Ji —- I Q L J 3/4" MIN. THROW ` O.T. • • e PENETRATION n . 4 • •° ' INTO SILL & SUBSTRATE CONCRETE AT HEAD; SILL OR JAMBS f'c m 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK 'At JAMBS f'm = 2000 PSI MIN. 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 2011 PRODUCT REVISED as complying with the Florida Fttlldibg Code Acceptance NO S J i on Dste VTAIIyVAIV By J;i,.. drawing no. W04 --91 1/4" MAX. SHIM D.L. OPG. 1 /4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF 1BY: WOOD BUCK. T!PICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH FRAME WIDTH 1 /4" MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING IN- ACTIVE LEAF METAL STRUCTURE D.L. OPG. D.L. OPG. EXTERIOR PANEL WIDTH PANEL WIDTH FRAME WIDTH D.L. OPG. _r. 7.O. =*, iomo. we,- .CT/' .5 2011 PRODUCT REVISED ea complying with the Florida Building Code Acceptance No 01 E nation Date 9r.it /AV i IC By .� %„ '� Miami + de Product drawing na. W04-91 LEAF WIDTH (sheet 8 of 11) 1.625 1.527 1 COMP- ANL \WO4 -91SM) 3.339 .094 4.500 4.875 - .094 5.000 3.712 .187 .125 1.875 .083 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262 -6978 2.500 1.750 b 3.875 119 7 .219 .937 1 .750 -1- .125 f -el 1.200 , $ GLASS STOP (TRANSOM HEAD /SILL) 3.429 sn BUMPER THRESHOLD o .750 2.085 0, 3.464 OD DOOR STILE 3'625 FRAME HEAD 1.372 157 1.519 _�. 625 -7 1.262 .125 1.784• - TOP RAIL 4.500 1.750 .281 .069 .500 --� .247 0 ASTRAGAL STILE - 1.784 .125 .050 a- -2.255 c i 1A .125 ' ALT. FRAME HEAD S DOOR STOP COVER . 053 58 STD. THRESHOLD COVER 1.545 6.500 .094 4.875 6.375 1.000 1.750 3.625 2.086 r .187 i 3.938 3.500 .125 ,563 I h p M ALUM OUT -S1MN j 1.106 .062 f 1.3tt9O $ STRE 78 FA 750 ° 1.444 w 2.500 1s DOOR STOP Oc HI -RISE THRESHOLD COVER -.188 _ v' 40 41 REINFORCING CHANNELS 4.500 CO FRAME TRANSOM O BOTTOM RAIL ∎■•■■■% 42 4igoom��t 1 ` 1• 0 t 1.750 - .250 -, c p '> o C v pzzi n g NO CHANGE THIS SHEET NO CHANGE THIS SHEET .125 .814 r_ 4.125 3.712 - .125 4.500 3.688 1.570 .331 1.22 4 - .062 1.337 `✓ I 1 .750 ./ .456 -f (DOOR) ...�,...�..�.�� .125 ,2 INTERIOR GLASS .675 STOP (DOOR) 4 11 EXTERIOR GLASS 1.784 �I STOP REINFORCING CHANNELS 0 8 -0 g o g o a e `� H 2 250 ("1 FRAME JAMB E E4m04n --11 .281 .773 `--� 1 A d i 4.-... .- n o i o v ---) t • 2.773 .078 .130 Engr: JAVAD AHMAD CIVIL , � C E, 5� f Li +cxr" � �a�� PRODUCT REVISED as compijrhi$ Wttti the Florida Rolle% Code �Rxpi t Date ,: s ', I 3.697 125 ir 1.760 062 I 1.390 378 .660 (TRANSOM) 17 FLAT 4- 2.134-0. FILLER °+ ,4 INTERIOR GLASS I STOP Li 1... / (0 , � i i ; ' Prothsct ,,,,„ :,, drawing no. W04-91 13 -�i EXTERIOR GLASS I 1.000L- STOP (TRANSOM) (sheet 9 of i i) O L LOCK OPTIONS: OPTION 1: SINGLE AF DOORS; ALL SINGLE LEAF DOORS TO BE FITTED WITH 3 POINT LOCK DOUBLE LEAF DOORS: ACTIVE LEA F : THREE POINT LOCK SYSTEM WITH 5 PLY HOOK LOCK BOLT REGENT 2222, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 34" FROM BOTTOM OF' PANEL INACTIVE LEAF: TWO POINT LOCK SYSTEM SULLIVAN CH 103 WITH THUMB TURN ON THE INTERIOR, LOCATED AT 34" FROM BOTTOM OF PANEL 3/8" HEX STEEL TIP lcBOLT GUIDE STEEL ROD WITH THREADED ENDS 7-THRESHOLD BOLT OPTION 2: 3/8" HEX STEEL TIP SINGLE LEAF DOORS; ALL SINGLE LEAF DOORS TO BE FITTED WITH 3 POINT LOCK DOUBLE LEAF DOORS: ACTIVE LEAF; THREE POINT LOCK SYSTEM WITH 4 PLY HOOK LOCK REGENT NO. 206 -3P, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL INACTIVE LEAF: TWO POINT LOCK SYSTEM SULUVAN CH 103 WITH THUMB TURN ON THE INTERIOR, LOCATED AT 36" FROM BOTTOM OF PANEL HINGES: 4 -1/2 X 4" TWO PIECE STAINLESS STEEL BUTT HINGES AT 8" FROM TOP AND BOTTOM AND 28" 0.0. MAX. #12X1/2" FM SELF TAPPING SCREWS 4 PER HASP 1 -1/2" X 1/2" THK. 7 -1/2" LONG ALUM PLATE AT HINGE LOCATIONS BOLT GUIDE STEEL ROD WITH THREADED ENDS THRESHOLD BOLT ITEM # PART U SMIS EXT. # REQD. DESCRIPTION MATERIAL MANS'. /SUPPLIER/REMARKS 1 5806 SMI -001 1 FRAME HEAD 6063 -T6 - 1A SMM -006 SMI -006 1 ALT. FRAME HEAD 6063 -T6 - 2 5710 SMI -018 AS REQD. FRAME TRANSOM 6063 -T6 - 3 SMM -6007 SMI-005 2 FRAME JAMB 6063 -T6 - 5A SMM -023 SMI -023 1 BUMPER THRESHOLD 6063-T5 - 5B SMM -024 SMI -024 1 STD. THRESHOLD COVER 6063 -T5 - 5C SMM -025 SMI -025 1 HI -RISE THRESHOLD COVER 6063 -T5 - 6 SMM -5984 SMI -012 1/ LEAF TOP RAIL 6063-76 - 7 SMM -5987 SMI -013 1/ LEAF BOTTOM RAIL 6063 --T6 - 8 SMM -5986 SMI -011 2/ LEAF DOOR STILE 6063 -T6 - 9 SMI-030 SMI -030 1/ LEAF ASTRAGAL 6063 -T5 - 11 SMM -5981 SMI -007 4/ LEAF EXTERIOR GLASS STOP (DOOR) 6063 -T5 -- _ 12 SMM -5982 SMI -008 4/ LEAF INTERIOR GLASS STOP (DOOR) 8063 -T5 - 13 SMM -003 SMI -016 - EXTERIOR GLASS STOP (TRANSOM JAMB) -- - 14 SMM-004 SMI -017 - INTERIOR GLASS STOP (TRANSOM JAMB) - - 15 SMM -5712 SMI -002 2/ LITE GLASS STOP (TRANSOM HEAD /SILL) -- - 16 SMM -002 SMI -014 3/ DOOR DOOR STOP 6083-T5 16A SMM -001 SMI -015 3/ DOOR DOOR STOP COVER 6063 -T5 - 17 SMM -5807A SMI -004 OPTIONAL FLAT FILLER 6063 -T6 - 18 SMI -003 - AS REQD. INTERMEDIATE SNAP -IN 6083 -T5 - 19 H -63 SMI -001 AS REQD. WEDGE -IN GASKET NEOPRENE DUROMETER 68 SHORE A 24 - SMI -G03 AS READ. BULB W'STRIPPING VINYL DUROMETER 83 SHORE A 26 - - 2/ LEAF 3/8" THREADED ROD WITH NUT STEEL - 27 - - 2/ LEAF FLUSH BOLT GUIDE ST. STEEL - 28 - - AS REQD. PUSH BAR - - 29 - - AS REQD. PULL HANDLE - - 30 - - 2 THRESHOLD CUP ALUMINUM 2" X 2" X 1/8" X 7/8" LONG 31 - - 4/ LEAF SUPPORT PLATE (1 -1/2" X 3 -3/8" X 3/16 ") ALUMINUM - 33 #12 X 1 -1/2" - AS REQD. FRAME ASSEMBLY SCREWS - HEX H TEKS 35 #12 X 3/4" - AS REQD. THRESHOLD CUP SCREWS - FH SELF DRIWNG 37 #10 X 5/16" - 2/ GUIDE GUIDE INSTALLATION SCREWS - FH MS 40 - - - REINFORCING CHANNEL (DOOR MULL) STEEL 1" X 3- 15/16" X 1" X 3/16" THK. 41 - - - REINFORCING CHANNEL (DOOR MULL) STEEL 3/4" X 3 -1/2" X 3/4" X 1/8" THK. 42 - - OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 1" X 4 -1/8" X 1" X 3/16" THK. 43 - - OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 3/4" X 3- 11/16" X 3/4" X 1/8" THK. SEALANTS: ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. Engr: JAWID AH CNN, PRODUCT REVISED FLA. l'E ' _705922 • s complying with the FIOlrida C.A.N. 3538 :,stildiiig Code %cceptanoe No Expiration Date By Mi 25 2011 J U) 4. 0 0. v U z s E2 f C C 0 aa, b 2 0 5 a 0 tC U 0 0 0 I- Os 3 • c drawing no, W04 -91 (sheet 1 0 of 11 FRAME TOP CORNER DOOR CORNER drawing no. W04-91 FRAME BOTTOM CORNER FRANK L. BENNARDO, P.E� 549 DR. KEISCH 9165 PARK DRIVE MIAMI SHORES, FLORIDA 9 ABBREVIATIONS M.O. R.O. F.S. D.L.O. A.F.F. STL ALUM HORIZ. VERT ELEV. N.T.S. N/A P.S.F. REQ'D. TYP. BOTT. V.I.F. MASONRY OPENING ROUGH OPENING FRAME SIZE DAYLIGHT OPENING ABOVE FINISHED FLOOR STEEL ALUMINUM HORIZONTAL VERTICAL ELEVATION NOT TO SCALE NOT APPLICABLE POUNDS PER SQUARE FOOT REQUIRED TYPICAL BOTTOM VERIFY IN FIELD 0 SYMBOLS 0-- 0 -- A -- ELEVATION MARK DETAIL MARK SLAB /STEEL LEVEL REVISION NUMBER — REVISION CLOUD EXCLUSIONS CLEANING AND PROTECTION OF MATERIALS IN PLACE, WOOD BUCKS, STEEL, STEEL CONNECTIONS, ANYTHING NOT SPECIFICALLY LISTED ON PROPOSAL. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION DESIGN NOTES: 2010 FLORIDA BUILDING CODE, ASCE 7 -10 VuIt =170 MPH Nasd =132 MPH (3 SECOND GUST), EXPOSURE 'C', ENCLOSED STRUCTURE PRESSURES: PRESSURES HAVE BEEN CALCULATED BY OTHERS AND NOTED BELOW EACH ELEVATION ANY STEEL AND STEEL CLIPS SPECIFIED SHALL BE A -36 ALLOY U.N.O. WITH ONE COAT OF SHOP PRA. R MINIMUM. ALL BE AS SPECIFIED AND BE ZINC OR TED OR NON— MAGNETIC STAINLESS ENERS IN EXPOSED AREAS ARE TO BE MATCH FINISH. 1—GENERAL NOTES: SYSTEM NOTES: IMPACT EXTE • STOREFRONT SYSTEM: TRULITE SERIES 3000(LM) - N.O.A.#11-1117.03 (14" X 4,) GLAZED WITH ib "GRAY TINTED LAMINATED GLASS. MAKE -UP: 4" H.S. /0.090 INTERLAYER SAFLEX IIIG BY SOLUTIA/ 4" H.S. 2) EXTERIOR STOREFRONT DOORS: TRULITE RESISTOR 350 MEDIUM STILE IMPACT OUT -SWING DOOR - N.O.A. #12 - 0117.05 HARDWARE WILL BE STANDARD AND AS TESTED. THE HARDWARE SHALL BE BUTT HINGES, A.D.A . THRESHOLD, SURFACE MOUNTED CLOSERS, STANDARD LOCK CYLINDER, AND STANDARD WIRE PULL HANDLE. GLAZED WITH j" GRAY TINTED LAMINATED GLASS. MAKE -UP: 3/16" H.S. /0.090 INTERLAYER SAFLEX IIIG BY SOLUTIA/ 3/16" H.S. 3) DOOR SYSTEM: SMI SERIES K2LM ALUMINUM ENTRANCE DOOR (LM) NOA #11- 1208.01 GLAZED WITH a" STD. GRAY LAMINATED GLASS MAKE -UP: 4" H.S./ .100" INTERLAYER SAFLEX IIIG OR SAFLEX HP BY SOLUTIA/ * "H.S. DOOR WILL HAVE STANDARD HARDWARE CONSISTING OF SURFACE MOUNTED CLOSER, STANDARD PUSH/ PULL HANDLES, STANDARD LOCKS AND ADA THRESHOLD. 4) FINISH: WHITE 5) HURRICANE PROTECTION NOT REQUIRED. 1) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED GLAZING SYSTEM AS VERIFIED BY THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE FOR THIS SPECIFIED SYSTEM. NO WARRANTY OR GUARANTEE TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS OFFERED WITH THIS CERTIFICATION. 2) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE WITH PRODUCT APPROVAL REQUIREMENTS AND LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION. 3) THE,STOREFRONT SYSTEMS ARE TO BE THE BRANDS AND MODELS AS NOTED HEREIN. SUBSTITUTION OF ANY PART IS NOT PERMITTED UNLESS SPECIFIED OTHERWISE HEREIN. ALL MATERIALS USED & FABRICATION METHODS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED AND APPROVED REQUIREMENTS. 4) THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM INSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION OF THE SYSTEM SHALL BE PER MANUFACTURER PUBLISHED SPECIFICATIONS. 5) EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF STUCCO OR OTHER FINISHES. 0 ztEz_ w wx tON�� od- INNOVATION 6) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE PERMIT HOLDER /CONTRACTOR, et. al. INDEMNIFIES, DEFENDS, & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL; STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 7) EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 8) USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION REQUIREMENTS. 41 9) ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE— EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 12- AGA -01 SCALE: NTS 101 PAGE DESCRIPTION: COVER SHEET Miami Shores Village AP 1 i ROVED BY DATE ZOj BL 1 ING DEPT G DEPT / --C/. SUIJECT I 0 CLMPI.IANCE W111-1 ALL FEDERAL STATE ANL) CCUN,-f RULES AND REGULATIONS SYSTEM NOTES: IMPACT EXTE • STOREFRONT SYSTEM: TRULITE SERIES 3000(LM) - N.O.A.#11-1117.03 (14" X 4,) GLAZED WITH ib "GRAY TINTED LAMINATED GLASS. MAKE -UP: 4" H.S. /0.090 INTERLAYER SAFLEX IIIG BY SOLUTIA/ 4" H.S. 2) EXTERIOR STOREFRONT DOORS: TRULITE RESISTOR 350 MEDIUM STILE IMPACT OUT -SWING DOOR - N.O.A. #12 - 0117.05 HARDWARE WILL BE STANDARD AND AS TESTED. THE HARDWARE SHALL BE BUTT HINGES, A.D.A . THRESHOLD, SURFACE MOUNTED CLOSERS, STANDARD LOCK CYLINDER, AND STANDARD WIRE PULL HANDLE. GLAZED WITH j" GRAY TINTED LAMINATED GLASS. MAKE -UP: 3/16" H.S. /0.090 INTERLAYER SAFLEX IIIG BY SOLUTIA/ 3/16" H.S. 3) DOOR SYSTEM: SMI SERIES K2LM ALUMINUM ENTRANCE DOOR (LM) NOA #11- 1208.01 GLAZED WITH a" STD. GRAY LAMINATED GLASS MAKE -UP: 4" H.S./ .100" INTERLAYER SAFLEX IIIG OR SAFLEX HP BY SOLUTIA/ * "H.S. DOOR WILL HAVE STANDARD HARDWARE CONSISTING OF SURFACE MOUNTED CLOSER, STANDARD PUSH/ PULL HANDLES, STANDARD LOCKS AND ADA THRESHOLD. 4) FINISH: WHITE 5) HURRICANE PROTECTION NOT REQUIRED. 1) THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED GLAZING SYSTEM AS VERIFIED BY THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, SOUND ANCHORAGE FOR THIS SPECIFIED SYSTEM. NO WARRANTY OR GUARANTEE TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS OFFERED WITH THIS CERTIFICATION. 2) DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE WITH PRODUCT APPROVAL REQUIREMENTS AND LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION. 3) THE,STOREFRONT SYSTEMS ARE TO BE THE BRANDS AND MODELS AS NOTED HEREIN. SUBSTITUTION OF ANY PART IS NOT PERMITTED UNLESS SPECIFIED OTHERWISE HEREIN. ALL MATERIALS USED & FABRICATION METHODS SHALL CONFORM TO THE MANUFACTURER'S PUBLISHED AND APPROVED REQUIREMENTS. 4) THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO THE NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM INSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCED WHICH ARE PART OF THE INTERNAL FABRICATION OF THE SYSTEM SHALL BE PER MANUFACTURER PUBLISHED SPECIFICATIONS. 5) EMBEDMENT DEPTHS SPECIFIED HEREIN ARE DEPTHS INTO SOLID SUBSTRATE AND DO NOT INCLUDE THICKNESSES OF STUCCO OR OTHER FINISHES. 0 ztEz_ w wx tON�� od- INNOVATION 6) ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY THE PERMIT HOLDER /CONTRACTOR, et. al. INDEMNIFIES, DEFENDS, & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL; STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 7) EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 8) USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION REQUIREMENTS. 41 9) ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE— EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 12- AGA -01 SCALE: NTS 101 PAGE DESCRIPTION: COVER SHEET 0 0 I —HI II J IA I I---I F--1 I 11-11 I H-I I ----I l (A) (A) (TED U (B) (A) FLOOR PLAN LAYOUT - N.T.S. FRANK L. BENNARDO, P.E., # PE0046549 2 R JOB(s) ONLY BEB'BIG 9845 PALMETTO CLUB DR. M O N inu) N N M MM o O LL uu_ in t0 X to XN M N O M 83 COPYRIGHT FRANC L BEIOIARW P.E 12- AGA -01 SCALE: NTS 101 PAGE DESCRIPTION: FLOOR PLAN LAYOUT OF 0 )IB 11---I 1--I I (A) (A) (g) FLOOR PLAN LAYOUT — N.T.S. I —H --I I U © O FRANK L BENNARDO, P.E1 # PE0046549 'O N CO O O C ori CZ rn o u- � za rn HULL W Ed _t� W 0O N1 G) 3 0W°% W N O I 2 a COPYRIGHT FRANC L BE NNARDO P.E. 12- AGA -01 SCALE: NTs 101 PAGE DESCRIPTION: FLOOR PLAN LAYOUT OF laJ J 1052" M.O. /V.I.F. 1032" FRAME WIDTH 494" 494" DLO DLO (A) —@ 1 0 0 EXTERIOR ELEVATION - (4) REVD TRUUTE 3000 FRAMING - N.O.A. -1117.03 - 61.721 +46.93 P.S.F. EXTERIOR ELEVATION - (1) REQO TRUUTE 3000 FRAMING - N.O.A. #11 - 1117.03 TRUUTE RESISTOR 350 IMPACT DOOR - N.O.A. #12 - 0117.05 - 61.72/ +45.93 P.S.F. 14" FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 524" M.O. /V.I.F. 504" FRAME WIDTH 472" DLO (B ) EXTERIOR ELEVATION - (2) REVD TRUIJTE 3000 FRAMING - N.O.A.#11- 1117.03 - 61.72/ +46.93 P.S.F. 762" M.O. /V.I.F. 14"- 14" 742" M.O. /V.I.F. — 722" FRAME 36" DOOR OPENING WIDTH 324" DLO 14" 1 1 1 ff\ 0 �% \% O r 0 `! T \ EXTERIOR ELEVATION - (1) REQO TRUUTE 3000 FRAMING - N.O.A. #11 - 1117.03 TRUUTE RESISTOR 350 IMPACT DOOR - N.O.A. #12 - 0117.05 - 61.72/ +45.93 P.S.F. 14" FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 524" M.O. /V.I.F. 504" FRAME WIDTH 472" DLO (B ) EXTERIOR ELEVATION - (2) REVD TRUIJTE 3000 FRAMING - N.O.A.#11- 1117.03 - 61.72/ +46.93 P.S.F. 762" M.O. /V.I.F. 742" FRAME WIDTH 72" DOOR OPENING - {--14" 1 1 ff\ �_,l 02 EXTERIOR ELEVATION - (1) READ 03 TRUUTE 3000 FRAMING - N.O.A.#11- 1117.03 TRUUTE RESISTOR 350 IMPACT DOOR - N.O.A. #12 - 0117.05 - 61.721 +46.93 P.S.F. 46" DOOR OPENING `0. 83" DOOR OPENING EXTERIOR ELEVATION - (1) REVD SMI SERIES K2LM ALUMINUM ENTRANCE DOOR (LM) NOA#11- 1208.01 - 50.28/446.16 P.S.F. 1 .11 VALID FOR VALID ONLY WITH RAISED ENZ3INEER SEAL Z CT wm wW Zit wX N Q U- • w 2 gg J 548 R COPYRIGHT FRANK L BENNARDO P.E 12- AGA -01 SCALE: 1u".1. -0° 101 PAGE DESCRIPTION: ELEVATIONS OF Ya DIA. ULTRACON BY 'ELCO' 1 1/4" EMBED INTO CONCRETE (3000 PSI MIN), AND 2v° MIN EDGE DISTANCE. LOCATE AT 4" & 7° MAX. FROM ENDS AND 22" 0.C. MAX FOR THE BALANCE. LOCATE (2) ANCHORS AT 1%" AND 4%" FROM INTERIOR MUWON CORNERS (EACH SIDE) SECOND SEALANT BEAD ® STUCCO BY OTHERS r STUCCO INIISSH (TYP.) BY OTHERS 1X P.T. WOOD BUCK O PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS EXISTING CMU/ CONCRETE WALL OHEAD DETAIL ARCH 3000 FRAMING OSILL DETAIL ARCH 3000 FRAMING SECOND SEALANT BEAD 0 STUCCO BY OTHERS r STUCCO FINISH (TYP.) BY OTHERS 3001 3004 SETTING BLOCK 42" H -63 VINYL 3003 ■ Ham' 1/4" MAX. r SHIM SEALANT & BACKER ROD Y4° DIA ULTRACON BY 'ELCO' 1 1/4" EMBED INTO MASONRY (C -90 HOLLOW/ FILLED BLOCK 2000 PSI MIN), AND 2NN° MIN EDGE DISTANCE. LOCATE AT 4" & 7° MAX. FROM ENDS AND 22" O.C. MAX FOR THE BALANCE. LOCATE (2) ANCHORS AT 1r AND 4% FROM INTERIOR MUWON CORNERS (EACH SIDE) .d .d Q EXISTING CMU/ CONCRETE WALL 1X P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS 1/4" MAX. SHIM 1i" i" 3003 H -63 VINYL NO JAMB ANCHOR REQUIRED CMU/ CONCRETE WALL 1X P.T. WOOD BUCK E' PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS i° STUCCO FINISH (TYP.) BY OTHERS 3001 SEALANT & BACKER ROD SECOND SEALANT BEAD ® STUCCO BY OTHERS DOW 995 SEALANT OJAMB DETAIL ARCH 3000 FRAMING OSILL DETAIL ARCH 3000 FRAMING 3001 3004 at I ZING BLOCK �INT.VERTICAL DETAIL ARCH 3000 FRAMING H -83 VINYL 3003 MI<t •-Id' 1/4" MAX. i r SHIM -r SEALANT & BACKER ROD Ya" DIA. ULTRACON BY 'ELCO' 1%" EMBED INTO CONCRETE (3000 PSI MIN), AND 2N" MIN EDGE DISTANCE. LOCATE AT 4" & 7° MAX. FROM ENDS AND 22° O.C. MAX FOR THE BALANCE. LOCATE (2) ANCHORS AT 1 %" AND 43° FROM INTERIOR MUWON CORNERS (EACH SIDE) CONCRETE FRANK L. BENNARDO, P.E., VALID FOR VALID ONLY WITH RAISED EN 0 Z wrn ZW c�a wW M t0 00 N ,. 10 N in m Q Q xxx• M O 1.1- LL an H co • o X PI O M I COPYRIGHT FRANK L BENNARDO P.E. 12- AGA -01 SCALE: 3/tr=1" I 01 PAGE DESCRIPTION: DETAILS OF 6 J 4 SECOND SEALANT BEAD ® STUCCO BY OTHERS r STUCCO FINISH BY OTHERS iX P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS EXISTING CMU/ CONCRETE WALL Y4" TAPCONS WITH 1Y4° MIN EMBEDMENT INTO MASONRY, WITH 2)." MIN. EDGE DISTANCE. LOCATE 4 3/4" FROM EACH DOOR JAMB AND BALANCE OF 12h° O.0 MAX. AT MEETING STILE AT PAIR OF DOOR: LOCATE A CLUSTER OF (4) ANCHORS ® 44" O.C. 1/4" MAX.] t SHIM Pd- 8 BACKER ROD & SEALANT DOOR HEAD DETAIL 6 ARCH IMPACT 3000 ()BOTBOTTOM RAIL DETAIL TOM IMPACT 3000 1 in Y4" TAPCONS WITH 1Ya° MIN EMBEDMENT INTO MASONRY, WITH 2) " MIN. EDGE DISTANCE. LOCATE 4 3/4° FROM EACH DOOR JAMB AND BALANCE OF 12Yz° O.0 MAX. AT MEETING STILE AT PAIR OF DOOR: LOCATE A CLUSTER OF (4) ANCHORS ® 41° O.C. SET THRESHOLD IN BED OF SEALANT CONCRETE SLAB OMEETING STILE DETAIL ARCH IMPACT 3000 ODOOR JAMB DETAIL 8 ARCH IMPACT 3000 1X P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT Y4" TAPCONS WITH 1Y4" EMBEDMENT INTO MASONRY AND 2h° MIN. EDGE DISTANCE, LOCATED 6° FROM EACH END, AND BALANCE 12" O.C. MAX. 7/18" W@7ATED GLASS D.C. GAG SWCONE —11" 4 +8 FJULS ASS-73 CD DOOR JAMB DETAIL ARCH IMPACT 3000 4 EXISTING CMU/ CONCRETE WALL 4 SECOND SEALANT BEAD @ STUCCO BY OTHERS 1/4" MAX. SHIM SEALANT & BACKER ROD STUCCO FINISH TYP.) BY OTHERS FRANK L. BENNARDO, P.E, 549 VALID ONLY VALID ONLY WITH RAISED ENGINEERSEA 0 o N U, N en 1 PI O 0 xM O U- -1 N co g 0 stn X th O LT 4J lib COPYRIGHT FRANK L BENNARDO P.E 12- AGA -01 SCALE: 3/8" =1 ".. 1 01 PAGE DESCRIPTION: DETAILS OF l91 J 05123/2012 - 4:16pm SECOND SEALANT BEAD @ STUCCO BY OTHERS r STUCCO FINISH (1w.) BY OTHERS 1" SHIM EXISTING CMU/ CONCRETE WALL BACKER ROD & SEALANT " 11 DOOR HEAD DETAIL SMI K2LM IMPACT DOOR 12 SMI K2LM IMPACT DOOR DOOR SILL DETAIL 4 Y" 1X P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS Y4° DIA. ULTRACON BY ELCO, 134° MIN EMBEDMENT INTO CONCRETE (3000 PSI MIN) AND or MIN EDGE DISTANCE, LOCATED AT 4" FROM EACH END AND 13 3z" O.C. MAX. FOR THE BALANCE. EXISTING CMU/ CONCRETE WALL 1X P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS Y4" DIA. ULTRACON BY ELCO, 1Y4" MIN EMBEDMENT INTO CONCRETE (3000 PSI MIN) AND 2) " MIN EDGE DISTANCE, LOCATED AT 4" FROM EACH END AND 8%" O.C. MAX. FOR THE BALANCE. (Ilr SHIM SEALANT & BACKER ROD i° STUCCO FINISH (TYP.) BY OTHERS Y4" DIA ULTRACON BY ELCO, 1%" MIN EMBEDMENT INTO CONCRETE (3000 PSI MIN) AND 2X" MIN EDGE DISTANCE, LOCATED AT 4" FROM EACH END AND 13 Y2" Q.C. MAX. FOR THE BALANCE. SET THRESHOLD IN BED OF SEALANT CONCRETE SLAB SECOND SEALANT BEAD W STUCCO BY OTHERS DOOR JAMB DETAIL SMI K2LM IMPACT DOOR I X P.T. WOOD BUCK PERIMETER BY OTHERS SET IN BED OF SEALANT BY OTHERS Y4" DIA. ULTRACON BY ELCO, 1Y4" MIN EMBEDMENT INTO CONCRETE (3000 PSI MIN) AND 232" MIN EDGE DISTANCE, LOCATED AT 4" FROM EACH END AND 8 %" 0.C. MAX. FOR THE BALANCE. EXISTING CMU/ CONCRETE WALL FRANK L. BENNARDO, P.E, 1010_046549 cpDOOR JAMB DETAIL SMI K2LM IMPACT DOOR SECOND SEALANT BEAD O STUCCO BY OTHERS SEALANT & BACKER ROD r STUCCO FINISH T BY OTHERS O 1 83 COPYRIGHT FRANK L BENNARDO P.E. 12- AGA -01 SCALE: Be.? 1 01 PAGE DESCRIPTION: DETAILS OF 6 J 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: 9165 Park Drive ECEUVE UG 1 ' ` a2 FBC 2 Permit No. Master Permit No. I / ' • City: Miami Shores Folio/Parcel #: County: Miami Dade zip: 32138 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Devinella, LLC Phone#: 305 - 785 -8990 Address: 6644 Windsor Lane City: Miami Beach State: Florida Tenant/Lessee Name: Phone#: Email: Vbalabous @bellsouth.net zip: 33141 CONTRACTOR: Company Name: Ken Constantino Builders, Inc. Phone #: 321 -729 -2837 Address: 221 W. Hibiscus Blvd., # 128 Melbourne Florida 32901 City: State: zip: Qualifier Name: Kenneth L. Constantino Phone #: 321 - 7252837 State Certification or Registration #: CBCA19897 Certificate of Competency #: Contact Phone#: 321 - 725 -2837 Email Address: Jlowman @kcbin.com or Sylvia @kcbin.com DESIGNER: Architect/Engineer: Phone#: �' �'�' Square/Linear t� Value of Work for this Permit: $ �� S uare/Linear Foo a of Work: Type of Work: ❑Addition °Alteration Description of Work: C \I 'CS 1 cSi■-1 °New URepair/Replace Color thru tile: Demolition * * * * ** x***** ***** *************** ** ***** pees* ***** **** ****+x+x+x******* ** * * ** ***** ** .****** Submittal Fee $ Permit Fee $ 3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ t • CONTRACTOR: le,ra4 CO Ti f•sL› SUBMITTAL DATE: 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 AF'HDAVIT: 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 mod. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of �� I , 20 909- 1 vl, by ACt.. v— Ye& 6 1-- who is personally known to me or who has produced FL D L#' Kchc"-s-46.1 l I , IGOAs identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis y Commission EE027S18 n = . Expires 10/15/2014 Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 i, by who is personally own to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ry Public State of Florida a A Perry My Commission EE027516 Expires 10/15/2014 4***** ***+6****** ****+k*** **** *& ******+ k****+ k*4 ***N ****rt**********w ***& *******+ N********* *sk*********+F+k***+k ***** APPROVED BY Plans Examiner Zoning €4610-- Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) 91-11a404'.-° ldMiami Shores Village Building Department BUILDING PERMIT APPLIC FBC 20 Permit !; ype: BUILDING OWNER: Name u Address: (P ! t''� t 44O'L Le. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 OOFING Permit No. ��°°°�� Master Permit No. -1 I -"D-40(0 L Phone#:0O ') �� ru, U City: 6/!i lr ,.N/L State: Tenant/Lessee Name: VC C Ai l I J a -. Phone #: Email: V P 44---% JOB ADDRESS: e/ ) City: Miami Shores Folio/Parcel #: Zip: 3)14/ 3 as 1n c o County: Miami Dade zip: 3 SI t U Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address:! �. 1 (Ai' City: 'A Qualifier Name: 1:C, l� 4 State Certification or Registration #: Contact Phone #: 3 f ' VL, DESIG K 0'3 (,®il S 4I n-6 )0, sr vs L-170 4±1 2 State: Cii/C61-140V11 1'0 Flood Zone: Phone#: Z I '7 • c� 1-7 i }� " Zip: Phone #: o; 2-t ` 9'03 j � 7 C (3 CA l c ) Certificate of Co Z' '3 7' Email Address: 1-1-01A/A.-p-- m tency #: `M Phone#: Value of Work for Type of Work: Descriptio Square/Linear Footage of Work: ONew ORepair/Replace ODemolition C t ( (i-r— L f ' I 4, , L c C P i 4C °? ri 528> 3o 3 m********* ** ************ *************** Fees**+ x**+ x+x********* ************+x***** * ****+xx * ** Submittal Fee $ Permit Fee $ Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 161V F 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 CQNDITIONERS, ETC OWNER'S AF)� AVIT: I certify that all the foregoing informations accurate' and that all work will 15e done, incompliance with all applicable laws regulating construction and zoning. f "r,L *,,^ i �� • } er +. "WARNING TO OWNER: YOUR FAILURE, . TQ R1 C.QRD , A NONCE OF COMMENCEMENT MAY RESULT IN - ' PAYINt' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER, OR , AN A:70, .RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMEMT 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 whit occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr ed 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 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zap Mortgage Lender's Nam: (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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to die person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the ferst inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appf5I'ed and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 71 day of %%4 20 Lfrby vivivaii ti-f- l who is personally known to me or who has produced 02 As identification and`dliillhn oath. d0/<y / ■ J o .n •..r NOTARY PUBLIC: Sign: Print: My Commission Expires: OP ° °, i O m . `% : — • • ::�'- Nunu1 Contractor rig The foregoing instrument was acknowledged before me this , day of l 20 LL by He K (`7 ( 11C °. who is personally known to me or who has produced U U IS�)4.1 r-pats identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com ************ w* ** ***** * * * *e * * * * * ***a** * * * * ** *4.14* * * * **s, * * * * ** ,x ** APPROVED BY Plans Examiner Structural Review (Revised O7t10/07)(Revised O6/I0P2009)(Revised 3115109) * ** * * * * ** * * ** * * * * ** *area * ** Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Permit No. Master Permit No. OWNER: Name (Fee Simple Titleholder):�V ` j �-�•� Phone#C Address: (o Ua "t d SD(' City: .. lac. -V4 State: FL-- Tenant/Lessee Name: Email: V h2. C a 15 p u_5 Phone#: zip: 3 /it / JOB ADDRESS: S l (0S Pa-c- D r t Ve- City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes zip: 3 3 / 3j NO CONTRACTOR: Company Name: C � cf t% f A ` C I ` ft,$ Address: l 9 rp S D l,T^-' e 5 �" L -Fk s -rte. V City: 9'' O Vol OLA0.,® a 2Q- C State: PL Qualifier Name: 5,y4,r.P ft'' C /9 /8 LO c, State Certification or egistration #: C) 1 O 3 S' �s Certificate of Competency #: Contact Phone# �� ,24„ �' -S`✓ E 1 Address: �Architect/J naineer .KG-t" k - 11 lel I A tadtcfr i Flood Zone: Phone#:QS4 " 78'S -71a? Zip: 33 Phone: /( 78-19/Zf DESIGNER Value of Work for this Type of Work: Description Phone#: 305 ` 7511— 93 /8 Square/Linear Footage of Work: ONew ORepair/Replace b� i s ODemolii<io ********* * * * * * *** *** * * * * * * * ** * * * * ** * *, *F ************* * * * ** * * * *** * * * * * * * * * * * * * * * * **** Sub `:` _ 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 $ #ir PC dOfl ' 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 CONDmONERS, 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 fe t e c r° ged. Signature Owner or Agent The foregoing instrument was acknowledged before me this iL d a y of S €7, 20 j by 1'1.' Y1 L le-L-1501 , who is personally known to me or who has produced K' ( As identification and who did take an oath. NOTARY PUBLIC: ► ►►n ululn�,,�� - Ar1814 of c Contractor The fore oing instrument was acknowledged before me this day of / 20 jabycr/7t ?We&'9/ c, who is personally known to me or who has produced as identification and who did take an oath. Sign: Sign: Print: 1, = : , ∎,.-_ �� ^A.. " Print: My Commission Expires: Si n ... „fol.'s, �,°� ��- ? a► My Commis�on� DONNA VECCHIONE l Public d Stare of Florida '! � (, My Comm. Ezplres Apr 25, 2014 * * * ***** M******** Mkt+** ** M * *******�**1\1 ********** * ** * ***4�M�FiF**** *i • . ,,, M rn�# OD 98 M2,M 111aaa uu% APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09)