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RC-11-1005Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160499 Permit Number: RC -6 -11 -1005 Scheduled Inspection Date: August 13, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 10, 2012 For Inspections please call: (305)762 -4949 Page 1 of 48 Permit Number: RC -6 -11 -1005 J 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- 160505 Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH Passe / Inspector Comments . !`- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 01, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 mario averhoff p.a. reg. no. AR94947 July 25, 2012 FINAL LETTER OF COMPLIACE Address: 55 NE 99 St. Miami Shores. Fl. 33138 Owner: Claudia Olaso Master Permit number. RC -5-11 -1005 From: Arch. Mario Averhoff To: Miami Shores Building Official / Electrical Chief Inspector 10050 NE 2 Ave Miami Shores. Fl. 33138 Dear Building Official / Inspector After onsite inspection, I, Mario Averhoff, P.A., hereby certify that the exiting as built conditions are acceptable and in compliance with approved plans / FBC minimum standards. Also, I'm certifying that I was hire by the owners to do a threshold inspection for concrete filled cells (tie downs). After per visual inspection at the time, we found the job was executed in a proper manner, as per approved plans and FBC requirement. If you have any question or need additional information, please do not hesitate to contact me. Sincerely Arch. Mario Averho 1865 79 st cswy #2f • north bay village, fl 33138 p. (786) 556 -2805 • f. (305) 857 -8337 marioaverhof a�gmail.com 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- 160502 Permit Number: RC -6 -11 -1005 Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 August 01, 2012 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurnce Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name CLAUDIA OLASO A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55NE99ST City MIAMI SHORES 'State FL ZIP Code 33138 or A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 18 AND EAST 1/2 OF LOT 17, BLK 9, AMENDED PLAT OF MIAMI SHORES SEC 1, BOOK 10, PG 70, MIAMI -DADE, FL A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 45' 15.46" Long. 21° 85' 45.12" Horizontal Datum: ❑ NAD 1927 0 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 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 864.00 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 864.00 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevatioh(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date n/a ❑ CBRS ❑ OPA ❑ Yes ® No 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. Use the same datum as the BFE. Benchmark Utilized MDC B.M.# N- 568Vertical Datum NGVD 1929 Conversion /Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.10 . b) Top of the next higher floor 12.43 . c) Bottom of the lowest horizontal structural member (V Zones only) N/A d) Attached garage (top of slab) 10.88 . e) Lowest elevation of machinery or equipment servicing the building 11.50 . (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.55 . g) Highest adjacent (finished) grade next to building (HAG) 10.85 . h) Lowest adjacent grade at lowest elevation of deck or stairs, including 10.55 structural support Check the measurement used. feet feet ® feet ® feet ® feet ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH STF3EET, SUI -- 202 Signature City MIAMI State FL Date 06/22/2012 Telephone (305) 264 -2660 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 55NE99ST City MIAMI SHORESState FL ZIP Code 33138 rancei olicy :N 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 Section C 2(e) Lowest Elev Machinery is A /C pad. Lat.& long. Provided By Google Earth CROWN OF ROAD ELEV= 11.29 FT Signature Date 06/22/2012 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items 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 ❑ 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 budding is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name CLAUDIA OLASO Address 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 95- 0002777 -4 Building Photographs See Instructions for Item A6. For Insurance Comp ny Use: Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Pol Com y Nu ny'NAI Nmbe Front View Date of Photograph: 06/22/2012 Rear View Date of Photograph 06/22/2012 Building Photographs 95- 0002777 -4 Continuation Page For Insurance ipany Use: Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.Q. Route and Box No. 55 NE 99 ST u City MIAMI SHORES State FL ZIP Code 33138 ompany NAIC Num Left Side View Date of Photograph: 06/22/2012 Right Side View Date of Photograph: 06/22/2012 Permit Number: RC -6 -11 -1005 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160502 Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH Passed F Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 01, 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 Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name CLAUDIA OLASO A2. Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 18 AND EAST 1/2 OF LOT 17, BU< 9, AMENDED PLAT OF MIAMI SHORES SEC 1, BOOK 10, PG 70, MIAMI -DADE, FL A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 45' 15.46" Long. 21° 85' 45.12" Horizontal Datum: ❑ NAD 1927 N 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 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 864.00 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 864.00 sq in d) Engineered flood openings? ❑ Yes N No A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes N No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevatioh(s) (Zone AO, use base flood depth) N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date n/a ❑ CBRS ❑ OPA ❑Yes 1:0 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* N 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. Use the same datum as the BFE. Benchmark Utilized MDC B.M.# N- 568Vertical Datum NGVD 1929 Conversion /Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.10 . b) Top of the next higher floor 12.43 . c) Bottom of the lowest horizontal structural member (V Zones only) N/A . d) Attached garage (top of slab) 10.88 e) Lowest elevation of machinery or equipment servicing the building 11.50 . Check the measurement used. N feet N feet N feet feet N feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.55. N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 10.85. N feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 10.55 . N feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.' understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.81 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? N Yes ❑ No Certifier's Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH STET, SUITE %2 Signature City MIAMI State FL Date 06/22/2012 Telephone (305) 264 -2660 0P122112- FEMA Form 81 -31, Ma 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 55NE99ST City MIAMI SHORESState FL ZIP Code 33138 Pobay 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 Section C 2(e) Lowest Elev Machinery is A/C pad. Lat.& long. Provided By Google Earth CROWN OF ROAD ELEV= 1129 FT Signature Date 06/22/2012 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ 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, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name CLAUDIA OLASO Address 55 NE 99 ST City MIAMI SHORES State FL ZIP Code 33138 Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. Thi: permit has been issued for: ❑ New Construction ❑ Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions 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- 176606 Permit Number: RC -6 -11 -1005 Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH cO WaotInspec r Co entsPassed (3), 4 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 August 01, 2012 Page 1 of 1 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264 -2660 PAX: (305) 264-0229 DRAWN BY: ALBERTO ( T.D.) ginutt puru.ejtrrs �1rtr. LAND SURVEYORS SURVEY No. 95- 0002777 -4 SHEET No. 2 OF 2 LOT-7 BLOCK -9 11.20 BOUNDARY SURVEY SCALE =1' = 20' LOT -6 BLOCK -9 LOT -5 BLOCK -9 r 75.00' 0.50'CL REMAINDER OF LOT -17 BLOCK -9 x4 x x x 4' C.L.F. LOT-17 BLOCK -9 10.76 x�- 0 x rn LOT -18 \ 10.70 BLOCK -9 x 10.90 12.10' 11.50 A/C 10.65 7 17.82' e- 2.28'CL 12.82' 13.70' 18.55 \ 10.62 10.98 11.00 ONE STORY RES. # 55 F.F.E.=12.43' GARAGE ELEV.= 10.88' 0.30'CL 32.95' 12.72' 12.00 17.92' 10.83 I 10.75 10.90 B.C. F.I.P 1/2" : , F.I.P:3 /4° NO CAP NO CAP 255.00' O J I- 0 H LOT-19 BLOCK -9 4' C.L.F. (BAD CONDITIONS) 1.63'CL 10.61 5 "CONC: SWK• F.I:P 3/4° • • • 10.73 NO CAP M CONC. POLE 22' PWY 11,15 X!..!J SURVEYOR'S NOTE: - There may be Easements recorded in th ub is APPROVED ZONING EPT shown + ' this Survey. BLDG DEPT SU „ECG' TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33128 TELEPHONE: (305) 2842880 FAX: (305) 284-0229 DRAWN BY: TDD Nova Surveyors, Inc. LAND SURVEYORS SURVEY No 95-0002777 -4 SHEET NO 1 OF 2 SURVEY OF LOT 18 AND E 1/2 OF LOT 17, BLOCK 9, OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 55 NE 99 ST, MIAMI SHORES, FL 33138 FOR: CLAUDIA OLASO LOCATION SKETCH Scale 1" = NT.S. • 1. Y 9 1 B 17 b . ' 4 .R Z. 1 w_ t i +• •' , 3 , t 11 10 Y 0 •( 4 w 13 IS 116 IT 16 19 20 Lt L2 23T, _ iS I6 Ii 19 1i L- : L, zz IZ�_ W 0 Y �SO l „ } 1 " � .. ; 70' ss7 IW 50 . 1 - • ;SO N -E.1 J 918 7I6I5 , 100 (lS11140 - ' ••I ,50 ly • 7 W +4 13 It it i IO 9 e 17 ;6� v - 1 - as �-'16 ' r 1'18 16 17 to I• 20:21' U 1t Dt I Is0 ;0 $ 'o 1. 0'> T 991"-' 41:630 . • ' I 1 4 1 1 5 12 II I I 11C 9 E 17 6 r' . *1-7 • : � 3 L ABBREVIATION AND MEANING A =ARC NC = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT NR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.: = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE 50 8 • 7 B RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE $ = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. • THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. • HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. • THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. • AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEL/SUFFIX: 120662 0302 L DATE OF FIRM: 09/11/2009 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: CLAUDIA OLASO LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES 5 T.1 rzicz CBS= WALL (CBW1 C.L.F. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE -a-+, W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 72 0 ZG- ROBERT IBARRA 2 SATE OF FIELD ORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYORS SEAL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176606 Permit Number: RC -6 -11 -1005 Inspection Date: August 01, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH 0/1"- Passed Inspec or Co ents� Olt Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 01, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: ALBERTO ( T.D.) gioutt Purveyors lint. LAND SURVEYORS SURVEY No. 95- 0002777 -4 SHEET No 2 OF 2 LOT-7 BLOCK -9 11.20 BOUNDARY SURVEY SCALE =1 " = 20' LOT -6 BLOCK -9 LOT -5 BLOCK -9 0.50'CL REMAINDER OF LOT -17 BLOCK -9 4' C.L.F. LOT -18 BLOCK -9 10.90 X 11.50 rn 10.70 O 0 10.65 lei %— ti X 17.82' 2.28'CL 10.62 ONE STORY RES. # 55 F.F.E.=12.43' GARAGE ELEV.=10.88' 10.66 LOT-19 BLOCK -9 4' C.L.F. (BAD CONDITIONS) 1.63'CL 0.30'CL 12.72' 1 F.I.P 1/2' ^"" NO CAP • 5" CONC :SVNK' F.I:P 3/4° . NO CAP ch' DATE SURVEYOR'S NOTE: There may be Easements recorded in the Public SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COt INTY RULES AND REGULATIONS 1 6582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: TDD Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 95- 0002777 -4 SHEET NO 1 OF 2 SURVEY OF LOT 18 AND E 1/2 OF LOT 17, BLOCK 9, OF AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 55 NE 99 ST, MIAMI SHORES, FL 33138 FOR: CLAUDIA OLASO LOCATION SKETCH Scale 1" = NT.S. r b 5 ; 4 Al i: 1 w� 12 1 , 13 15 l,b 17 ' 18 � 19 "20 tt � tt ,21 i 130 Y SO I ., • 1 I .. t • • .'O�sS. N. E,, •) ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR FLEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.AP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE C = CENTER LINE = MONUMENT LINE .I.EGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LANDTO'BE'SITUATED-IN ZONE °X COMMLINITY/PANEL/StIFFIX:- 420662 0302 L DATE OF FIRM: 09 /11/2009 BASE FLOOD ELEVATION: N/A, CERTIFIED TO: CLAUDIA OLASO LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES Sz2 CBS = WALL (CBWI -X-. C.L.F. = CHAIN LINK FENCE I.F. = IRON FENCE W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. P. 2 BY: ROBERT IBARRA (DATE OF FIELD WORT) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL bli91 Cifko A- 11 tit( -C,L6-0Di A— Miami Shores Village Amu, Building Department opi‘ N.E.2nd Shores, Florida i (305)7952204Fax: p.8972 10).70 0....4A44 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING luw 2, Nit BY: . t No PC)11-10 Perini Master Permit No. OWNER: Name (Fee Simple Titleholder): et 41 igk: 6- 0 la 50 Phone 7S • 0200 -4q5 1 Address: 5-5 .11/41 City: V.A. 7,--0‘vvx kite) c State: t. zip: 33 31" Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 55- N e 010k 51- City: Miami Shores County: Folio/Parcel#: Is the Building Historically Designated: Yes NO Mi Dade Zip: 33 Flood Zone: CONTRACTOR: Company Name: 4ING‘ iThL r■35--t- 9-0 NT-Pigone#: ben- (:, CLO 540 Address: 2:7 f\J LA) 154- City: \‘-kt kW 't State: P 1„ Zip: '3a 2S Qualifier Name: PrO,‘ g (.7; 4- Le• State Certification or Registration C.4C. 1 I C> O Certificate of Competency #: Contact Phona: 305- ,C,14,0 %102 Email Address: i G/11 5,°(' r Co 0.5" 444,A.e,141■Levo . "A DESIGNER Architect/Engineer: Aitto 4 Veil( kb Phone#: let - 51-6 --P fro r Phone: :).s- -457— qi-.10 Value of Work for this Permit $ C g-'0 Square/Linear Footage of Work: Type of Work: ClAddress "itilteration ONew ORepair/Replace Description of Work: (1•1eA.).-i cFICO v v)r roy-ck • 11, • iS 5q1 CiDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowkdged by: Submittal Fee $ Peru* Fee $ 19) O CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee 8 Technology Fee $ Double Fee $ Structural Review $ 40 -e TOTAL FEE NOW DUE $ 34A•41.0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip NA(' 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 pennit 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 WITII 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 promise in good faith that a copy of the notice o commencement will applicant must whose m f e�tcemeni and construction lien law brochure will be delivered to the person 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 Ls issuer. 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 day of � 20 IL, by who is perso ly known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ailt3r►��.:� � ' **COMMISSION # EE088200 EXPIRES April 26, 2015 407) 393 0153 FlotidaNOta Coca ok9adeaY #Rrtk*a ***tir44sis8dt ' 7 *****k �Y it APPROVED BY Signature Contractor ,�, rc �pp� The foregoing instrument was acknowledged before me this '.S 11 day of lk-A( , 20 j1_, by who is personally known to me or who has produced rt. P L. 64-5 S ° Is -1(, -'3 as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10O7)(Revised 00/I0/2009)(Revised 3/15/09Xrev5 /4/10) Sign: Print: My Co (40 U A '' ‘! Y: 1. Rtsi :"' MY COMMISSION EE088200 •�4t„ ,° IRES April 2e, 2015 7) 398 0153 FloddaNO Ics.corn ** Zoning Clerk FLORIDA DEPARTMENT OF HEALT TOSVIS Rick Scott Governor H. Frank Farmer, Jr., M.D., Ph.D. State Surgeon General 00 CTION, INC) 5NE99St Miami, FL 33138 RE: Contingency Letter Application Document No: API042742 Centrax Permit Number: 13 -SC- 1361519 OSTDS Number: 55 NE 99 St Miami, FL 33138 Lot:18 Block: 9 Dear Applicant: This will acknowledge receipt of an application existing onsite sewage treatment and disposal July 29, 2011 Subdivision: Miami Shores Sec 1 Amd dated 07/27/2011 for a permit to use an system located on the above referenced Proposed new front porche, existing septic system is located at the back of the house. There is not increase in sewage flow, change sewage characteristic, or any alteration that change the conditions under which the system was approved. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. If you have any questions on this matter, please call our office at (305) 623 -3500. Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 . http: / /www.MyFloridaEH.com MIAMI-DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT 11805 SW 26 STREET MIAMI. FL 33175-2474 POCESS NO: X2011121208 \G STAR. CONSTRUCTION INC 827 NW 1 ST !IAMI, FL 33125 REVIEW FEE TYPE CODE DOH H006 EXISTING S 07/27/2011 UNIT FEE DESC AMOUNT 70.00 70.00 MIAMI DADE 11 :133 LYD I A 2711072713045 TCPM939J CENTRAL 7' AMISCAPL BUILDING DEPARTMENT BNZM1142 07/271,2011 ADD MISCELLANEOUS APPLICATION PAGE 1 10:5357 DPIERR APPLICATION DATE. 07/27/2011 PROCESS NO. X2011121208 OTHER DEPT. APPLICATION # OR BLDG DEPT. PERMIT ## /ADDRESS: AP 1042742 E CONTACT NAME AG STAR CONSTRUCTION INC SUB TOTAL $70.00 ADDRESS 1827 NW 1 ST CITY MIAMI STATE FL ZIP 33125 PHONE 7863908636 COUNTY AGENCY SALES FEE UNIT USER PAID TYPE CODE UNITS DESC FEE DESCRIPTION ID FEE IND DOH H006 1 EACH EXISTING SYSTEM DPIERR 70.00 PF1 = UPDATE NEXT SCREEN NEXT KEY MISC APPLICATION ACCErPTED...ENTER NEXT KEY TO CONTINUE PF9 = MOD MISC APL DEPARTMENT OF PLANNING AND ZONING IMPACT FEE RECEIPT PROCESS #: B20111101005.0 BATCH: FOLIO #: 1132060131290 SITE ADDRESS: 55 NE 99 ST FEEPAYER: AG STAR CONSTRUCTION INC 1827 NW 1 ST COLLECTION NO.: 101928 DATE: 07/27/2011 MIAMI FL 33125 FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED TYPE ID CODE DESCRIPTION AMOUNT . "....1.0.5.0.0. .-. .S.E.Q. . .-. �. �. �. �. �.-. �. �.-.-. a. a.-. �. _.�.�.�.F.�.-.-.-.-.�.-.�.�.'.' AREA 1.0 5002 00 UNIT SIZE (SOFT) 56 0.9180 51.41 TOTAL AMOUNT DUE: PAID CHECK: PAID CASH: IFSRP_0005T $51.41 $51.41 $0.00 ° MINP C-L14) it: A 4 NN of luFri LiJ My Transaction Summary wm *..m^**«xxnx"x xoxvxx***o 41 — Transaction f17 LIPurchaoc - Money Order Check Number: 1175605489 Amount: $51.41 Fee: $0.00 ID'''--''''—''''''''—''''''—''''''''' Total Amount: *51.41 inTotal Fee Amount: mlDO ilTotal Transaction: �.4\ ^ $51.41 :I: Cash Amount: $0.00 NN �J JMorgan Chase Bank., N.H. Miami Springs, Branch 741756 0 Member FDIC, Equal Housing Lender Please keep your receipt NxN 07/27/2011 09:29 Business Date 87/27/2011 Session #0 ;I; Thank you - kenia LP Cashbox #06 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 166442 Permit Number: RC -6 -11 -1005 Scheduled Inspection Date: November 09, 2011 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments NEW FRONT PORCH Passwg //4-11 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ftetie-41 Ac64. November 08, 2011 For Inspections please call: (305)762 -4949 Page 29 of 32 d M. HAJJAR & ASSOCIATES, INC. 45 Valencia Ave, Coral Gables, Florida 33134. Ph: 305.445.2399 Fax: 305.445.2219 Field Density Report Client: AG Star Construction Client No. GSE -10 -062 Date: 10/24/2011 Project: 55 NE 99 Street Miami Shores Fl. Soil Description: Tan Silica Sand mix with Rock Proctor No.: 1002 LOCATION South Addition FIELD DENSITY (LBS /CFT) MOIST. CONTENTS % MAX DENSITY % IN THE LIFT RESULT S FHID Front Door Under Slab 107.4 7.4 99.3 Top P Front Door Under Slab 106.3 7.8 98.2 Top P Moisture % No.: 9.4 100% Max Density: 108.2 ASTM D- 2922 -71 DEPTH: 12" REQ. COMPACTION: 98% Remarks: ALL OF THE ABOVE TESTED LOCATIONS COMPLY WITH THE JOB SPECIFICATIONS. P =PASS F =FAIL FT= FOOTING SG =SUB -GRADE BC =BASE COURSE Respectfully Submitted, p M. ?q,,, • ' � a1 ' , Mohammad Hajjar, '.E 1,1o. • � �cc = Florida Registration # 40187 1. SIN` Of ' w 17 ��IONP` • • DATE: 10/24/2011 CLIENT NAME: CLIENT'S # PROCTOR #: SOIL DESCRIPTION: M. Hajjar & Associates, Inc. Engineering & Testing Lab, Corp. 45 valencia Ave, Coral Gables, Florida 33134 Tel: (305) 445 -2399 Fax: (305) 445 -2219 AG Star Construction GSE -10 -062 1002 Tan Silica Sand mix with Rock 140.0 135.0 130.0 125.0 120.0 a 115.0 . t 110.0 6 105.0 p 100.0 95.0 90.0 85.0 80.0 75.0 70.0 4. 0 5. 6. 7. 0 0 0 8. 9. 10 11 12 13 14 15 16 17 18 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 % Moisture OPTIMUM MOISTURE: AASHO DESIGNATION: T -180 D Respectfully submitted 9.4% MAXIMUM DRY DENSITY: • 108.2 Mohammad Hajjar, P.E. FLORIDA REGISTRATION # 40187 40.157 : 4 Moisture % Dry Density Ib /cft 5.3 104.7 9.4 108.2 10.7 106.5 Inside & Out Pest Anng, Inc 14368 SW 165 ST Miami FL 33177 Office 85 488 3252 service uare znoi� UO. /c 2/2// Service address 55 ij E yq 6/fro' .A4140,44-if 5 /1/49 fi-3 fL 77 (3 Cell (305) 962 4696 P.O no. Telephone No. AMOtINT Rodent bite deb: ITEM QTY. DESCRIPTION RATE Drains 1 Commercial Exterminating Service Shelves/Racks: S/00e, oc Please remit p"yrci for the total amount due. TOTAL:_ Costumer Signatuir OFFICE ORIGINAL Integrated pest Management Detailed Report Account name Address: Tedu Dates Costumer Sirature As part of our sondes', Quick Pest Control, Inc provides its costumer with this Service Report's unable us to work together to maintsdn approved sanitation Practice and strut:tarsi condition while keephrg your pest -- free with our guaranteed serviced. The drde of noted areas needs your attention. :iiiii.:::::i4:::::::::::::::?.::::::.::::::::::::::::n:::::::::::::::0:::.. .- .... ,..: . ::::::-:::::::::::. ::::::::ailia•::::::::::::: .., :::::::;:*:::::::A . . , .,.......A,.....,.....,...,...,...,.....,.........trf*Me.„—:. ......„ ,....„ .. Floors Dirty-Accumulation of garbage-grease 1:dit up Rodent bite deb: 0- pi 0-inspected 0-Refilled Walls Holes-cfirty-needs repair Traps: 0- Place 0-Inspected aRelilled Drains Dirty-slime buildup-breed fruit files Dirty-cluttered-greasy Glue board: 0- Place 0-Inspected 0-Refilled .01-1(fichen 0-Bar 0-dinning booths °Drop ceiling Cf-storage Shelves/Racks: Cook Line: Dirty-garbage under/behind- grease buildup Floors :::::.,,,.....,.:„....141...:.:...:.:.:.:„...::.,...:..,....:.:.A. ' ... ' - ": ':::::::::::::;:i40-Placed Dirty-accumulation of garbage:. Grease buildup 0-Inspected 0 - refilled mg Dram , Dirty.- slime buildup - breeding fruit flies . Rodent dropping sighted: 0 -YES 0 - NO Walls : Dirty- Need repair If yes, write area below: Booths: Dirty -- AcEUMulation of garbage dead storage *Area: Counter : ......... Dirty - Need repair garbage under/behind EPMENT • • • ::::::: *Please Pesticides used clean this area Application site ' immediately Target pest Amount Grill - Fryer- Range — Broiler -Oven sp R A \l/ .... Rif' g. Dhty- Slime build up- garbage under/behind Soda Fountains coffee maker ,ice machine, Slice, mixer Dirty-grease build up-garbage underfinhind ... ' , . . :::',.. . ' :•:40.::. ****** , 0 agie 1-4/ 3a 1-1-1;94e .tr,il hie w : Diiiiiiiidiiilaii;******** Floors: Dirty-accumulatIons of garbage needs repairs -71--- /4 Fri& Drains: Dirty-slime buildup-Breeding fruit files dishwasher Leakage-dirty-accumulation of garbage needs repair STOREROOMS Storage on- Holes in wall- Dirty sheiVis fi Floors . . ' , :„., ,.. ......... :-,.::::: :,;i•ii x ..... ".............:***: ...„„......**01 Garbage area Dirty. Garbage on floor Walls: Doors: Has holes- needs repair Not vermin proof- Needs repair Containers Ditty- Breeding fruit files- Open Persistently poor sanitation and structural conditions may result in cancellation of uuarantees ;ore saiu inl� x 7. is nibbi $31 -ri :aial ing IBC) s' „bated Tz eat WZ 48bEi.,1 C V I ,E ;1atil;iai` S€ t8 (8) oli11O . 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It!l2T - na 47 aait� .!'!Sled/ ; rI e- teAl£Jnt it a s ig$t'?' n°4-811931163- n flu ei vein znoilibriop iasitd fiotti:;ifisa -too (4' 1 Ulfi'..t-teiii,' 9 s., r.. 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1_ r\ lJ TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. pict j"Thit c i5- 0G"-rro to V7 5 -5-f-x-eef- t-ktouyiA i ? L 1. Legal descriptioli 9f prope ' and street/address: f tki ch u - -- ,a fir► — "►_ CFN 2011R0838805 OR Bk 2735 F`a 0953; (lps ) RECORDED 1 t9/22/2l } 11 12:53:23 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording ofl 2. Description of improvement: 3. Owner(s) name and a dress: Interest in property: M E Name and address of fee simple titleholder 4. Contra tor's - e, address and phone • umber. -77(Z 5. Surety: (Payment bond required by owner fro contractor, if any) Name, address and phone number Amount of bond 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon wh Section 713.13(1)(a)7., Florida Statutes; Name, address and phone number 8. In addition to himself, Owners designates the following person(s) t. 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of ► r(s) o Owner(s horized Officer/Director/Partner/Manager Prepared By 5 • Prepared By Print Name 1 a et , 1% Print Name Title/Office STATE OF FLORIDA COUNTY OF' MIAMI -DADE The foreQ_oipl t risen was ac eAledg, d before me this _ day of 7 clef c20 /7 OA ail 5 6 perividually, or ❑ as for sonally known, or EI produced the following type of identification Signature of Notary Public: Print Name: (SEAL) 407) 390 -0453 VERIFICATION PURSUANT TO SECTION M525—FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By By Title/Office 09/20/2011 14:29 Page 1/2 ACORDrm CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD /YYYY) 09/20/2011 PRODUCER 305 -303 -7080 Insure Safe Inc 45 Curtiss Parkway Y Suite B Miami Springs, FL 33166 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED AG Star Construction Inc 1827 NW 1ST Street Miami, FL 33126 INSURER A: Accident Insurance Company LIABILITY GENERAL LIABILITY INSURER B: Guarantee Insurance Company 06/17/11 INSURER C: EACHOCCURRENCE INSURER D: ✓ INSURER E: 100,000 $ 00 000 I THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR •D' - I A • POLICY NUMBER POLICY EFFECTIVE _ POLICY EXPIRATION LIMITS GENERAL LIABILITY GENERAL LIABILITY AGL9006879 06/17/11 06/17/12 EACHOCCURRENCE $ 1,000,000 ✓ '''f' • aI 1 • PREMISES (Ea 100,000 $ 00 000 I CLAIMS MADE OCCUR MED EXP (Any one person) $ 5, 000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENLAGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 1-7 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per parson) BODILY INJURY (Par accident) PROPERTY DAMAGE (Par accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EAACCIDENT $ OTHERTHAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yyes, deoc nba under SPECIAL PROVISIONS Wow GWAP303000351 -110 02/25/11 02/25/12 ✓ WCSTATU- 0TH - TORY LIMITS ER E.L. EACH ACCIDENT $ 1,000,000 E. L. DISEASE - EA EMPLOYEE $ 1,000,000 El. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS/ VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS f`COTICIfsATC LIAI nC'o CANCELLATION Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Fax : (305) 756 8972 ACORD 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ........ ...... ........................... AUTHORIZED REPRESENTATIVE ACORD CORPORATION 1988 Permit No: 11 -1005 Job Name: June 27, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet 2nd Page 1 of 1 N4) Plans must be approved by HRS for the septic system: N2)- Impact fees must be paid with Miami Dade County planning and zoning. ' 3) All permit applications must be submitted prior to any further review. .. 4) The_plans must show the wind load design criteria. .5) Provide truss plan reviewed and signed approved by the designer of record. ,R6) Provide a high velocity, roofing application prior to starting the roof. REVIEW STOPPED. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 co Permit No: 11 -1005 Job Name: June 10, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet Plans must be approved by HRS for the septic system. Impact fees must be paid with Miami Dade County planning and zoning. N3) All permit applications must be submitted prior to any further review. 4) The plans submitted are incomplete. Provide a complete set of plans including structural plans and details of construction. REVIEW STOPPED. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 4-f-Ax 1 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:1132060131290 Owner's Name: M CLAUDIA OLASO Job Address: 55 99 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: Contractor(s) AG STAR CONSTRUCTION INC Phone (786)431 -5292 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Comments: Date Approved: 6/3/2011: Yes Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 11 1 n DATE: In 11 k) Pkt_460 p ❑ Contractor ❑ Owner ❑ Arch' Picked up 2 sets of plans and (o Addres 6-14.st7 ibt clorf-e.c�l� From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Viiiage RECEIPT PERMIT #: -°') 0/ DATE: I, 19Xel A 6,4 0/9/14--2__ Nk Contractor ❑ Owner ❑ Architect Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 icked up 2 sets of plans and (othe From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme , continue •-rmitting process. 410,11111.1" Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: ! 1 PERMIT CLERK INITIAL: 911,11) M2ec 6101 }4 ,yk)scA gool' &In Fittm ce,4tR) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164205 Permit Number: RF -9 -11 -1642 Scheduled Inspection Date: June 19, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132060131290 Phone: (786)431 -5292 Building Department Comments TILE ROOF FOR NEW PORCH ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 18, 2012 For Inspections please call: (305)762 -4949 Page 1 of 16 Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305 - 397 -6414 Fax: 305 -823 -3300 / 305 -884 -8834 Website: www.reilehengineering.com June 1, 2012 AG Star Construction Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 55 Northeast 99 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: May 7, 2012 Roofing Contractor: AG Star Construction Project Number: 12 -0419 (Testing Laboratory Certificate #I1-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Atlusa Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and corner areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation PGiohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Porto Fino 11401 Lakeview Drive Coral Springs, Florida Reileh Engineering Corporation -- Project Number - 07 -2638 — Page 2 of 4 Test Number Test 1-9 Perimeter Report qt. TILE UPLIFT TEST or Residential Home 55 Northeast 99 Street Mia MI, Florida Project Number: 12-0419 Reilch ijnginccring Corporation -- Project Number - 12-0410 -- Page 3 or 3 Test Status Test Load (b1) 35 Pass 35 - Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass 35 Pass Pass 35 Reilch ijnginccring Corporation -- Project Number - 12-0410 -- Page 3 or 3 V \\ \\ P 12-0419 TEST St mu - 0 rtru T P - it COM. - 0 Min CAP - 0 I' PIMtTCP - 80 .5P cow - 0 5 NO.1h5T LOCA110N P�PI�M 11;P bf5TANC�, a CON MA - 3' X ' '�` 0 PIPa CAP h5f LOCATION PtNOT5 C3POKTN 11LE I. t2PNOTir5 LO05P 11LE APPROX. POOP TEST LOCATIONS ANI2 f7}W NSION5 call s 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 55 NEgg -r stee - IMOMETETI Ig JUN 0 6 262 B Y: FBC 20 Permit No. ) 11Q%�� Master Permit No. �! ROOFING City: Miami Shores County: Miami Dade Folio/Parcel #: / /.3t22 04 0/3 /PI ft) Is the Building Historically Designated: Yes NO zip: .33 (3 2 Flood Zone: OWNER: Name (Fee Simple Titleholder): /14.4-44:4- CI4r/Dd .f /As c� Phone #: _905 7 --`-'1°--,43671""- Address: £5 y�W 9' ' -° City: M ice, �e .£ State: Tenant/Lessee Name: /1//4' Email: (I / 04- • 0 i4so J A-a / , Cc3 bey CONTRACTOdd R: Company ,, Name: 1 A-6 S'T /� evAr Address S� State: t City: Zip: 3.3 i 3 Phone #: 44.4.456 ,1 e_ Phone #: 7e6- epif-s -9a. Qualifier Name: State Certificatio Contact Pho, e DESIG yr i i Phone #: 5 f: s • a to Certificate of Competency #: Email Address: ngineer: Phone #: Value o : or this Permit: $ it d 06 . d 6 Square/Linear Footage of Work: 57 Type of ' rk: ❑Addition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: Color thru tile: err** *** ***** * * ** *** * * * ***** *** *,t r*** Fee****, u******** * ** * * * * * *** * * * * * * * * *** * * * * * **** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The for N�I going instrument instrument was ac i wledged f 'i e me day ofC� / • - 2 by who is pe nallyci k NOTARY Sign: Print: P own to me or who has produced LIC: u Contractor The fore instrument was acknow edg 20 by % �, I / l' n and who did take an oath. Y PUBLIC: I who is pers i ratification and who did take an oath. 0 /ki • ,J' o-ti�li o ary ' Expires Sep 23, 2015 UBILLOS My Commission Expires: Commission rE Assn ��,,,;, ;,, ++ o .` Bonded Through National Notary ally known to, me or who has produced NOT Sign: Print: My Co **************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 5/2/2012XRevised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) !r; MyComm. Expires Sep 2B810 Commission # EE 1213 4 1 ∎;,;;', Bonded Ihrougn %ationai y Assn. r * **** **** * * ** * * ** * ****** ** Zoning Clerk Permit No: 11 -1642 Job Name: June 7, 2012 Miami Shores Village Building Department Building Critique Sheet 1) Provide a revised section D and E. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Sct k ' CO si P13 Yc{ — ©,..3 Product Approval Number: 0 1 - 0 C324, , 0 y Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): PI: '-• 5,I P2:-°- e P3:°-1b.a. Maximum Product Design Pressure Approval Specific System: °— 5 Z . ®S Method of tile attachment AcI S t'e r L c y- A el J1 fo)yfocirt I Steep Sloped Roof System Description Deck Type: Roof Slope: : 12 1. Wood 9e CPC 5 ype Underlayment. Insulation: 90 y 54i a= Fire Barrier: S'1"M PZ2 , f-04- 3(.P Fastener Type & Spacing: 1 dhesive Type: 25 NAIL ype Cap Sheet: lALTuSA 9()Nols0 ��„ -Mk- Size Drip ZONING DEPT BLDG DEPT ?71r atUGv); -z d- SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGO'. ATIC)NS 2010 FLORIDA BUILDING CODE — RESIDENTIAL 4111.92 1 HIGH- VELOCITY HURRICANE ZONES 44.24 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mr. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 (Pr :�• !x �'L� "Moment Based Tile Calculations Per RAS 127" - Mi 4, AI = Mrt 8 i4 Product Approval Mr S t Z .fo - Mi A •4l = Mo1 ` 5Z Product Approval Mt ej -Z.• 05 Z ' - iv44., 41 = Mr3 2B' Os Product Approval M, 52401- Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr Mr Required Moment Resistance* Mean Roof Height -rr Roof Slope ,i 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a List of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi :x I: x w:= )- Wxcos8.= Fr• (l'Z : x l:_ = x w: = ) - W: x cos B.:_ = Frz: _... (F3: x I: _ x w: = ) - W: x cos 8.• = Fri: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope B Job Site Aerodynamic Multiplier A. ' ProductArproval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated . Minimum Attachment Resistance F' Product Required Uplift Resistance F, Calculated Tile Weight. W Pnxluct Approval Tile Dimensions 1= length w= width ProductAppmvel All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE - RESIDENTIAL M MADE :11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CO ON 88 M T s 1 ssued .ryder the applicable rules and regulations governing the use of construction natehais . The-d&umentation submitted has been reviewed by the BCCO and accepted by the Building Code and roduc Review Committee to be used in Miami Dade County and other areas where allowed by the Authority ving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Co trol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the 'gilt to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been desighed to comply with the Florida Building Code including the 1E01 Ve,,kk '4. Hurricane Zone of the Florida Building Code. DESCRIPHO i-gClEEV BY: ■■•■••••8•M•BV9e40.= a; MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130- 563 (305) 375-2901 FAX (305) 375-2908 LABEL 11., folio srel "Roofing Tile" bear a Permanent label with the manufacturer's name or logo, city, state a1id mi-Dade County Product Control Appreved", unless otherwise noted herein. s NOA shall be considered after a renewal application has been filed and there has cable building code negatively affecting the performance of this product. I : NATION of this NOA will occur after the expiration date or if there has been a revision or cha erials, use, and/or manufacture.Oft,the product or process. Mishse of this NO as an endorsement of product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to with any section of this NOA shall be cause for termination and removal of NOA. I. ADVERTISEMENT The NOA nuraher preceded b,' the word a Miami-Dade County, Florida, and f the expiration date may be displayed in advertising literature. If any portion of, the,NQA is displayed, t be done in its entirety. : !I 1 , , INSPECTION: A copy of this entire NOA shall be provided to the user 6. the manufacturer or its distributor and shall be available for inspection. at the job site at the request of the Building Official. no nge in the y ompl Hewed by en it shall This renews NOA 03-0114.06 and consistsjof pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. TF • . • NOA No.: 07- 26.04 Expiration Date: 1013/12 ApprovalDate: 10j04/07 PeI1 of 5 I : • - flTflL n 1'24 7r-nsx Asormz Amp Op.P,7 nr: TPA 51•Z..41A1 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 1. SCOPE Roofing 07320 Roofing Tiles Clay Wood This renews a roofing system using Santafe `Mission Barren', as manufactured Santafe Ti1 Corporation in Bogota, Colombia and as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building code does not exceed the values listed in Section 4 herein. The attachment calculations shall be done s a moment based system. 2. PROI'fUCT DESCRIPTION Manufactured by Applicant Mission Bartel Clay Roof Tile Trim Pieces Dimensions, L =18 W = tapered 7.5" to 9„ Length: varies Widthi varies Varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering; Inc. is The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. IBA Consultants PRI Asphalt Technologies, Inc' THE TE i t 91 (.1 Test Specifications TAS 112 TAS 112 Product Description 1igh profile, two piece, tapered clay r tile equipped with one nail holes. For on with clip, mortar set and adhesive s applications. of ail- Accessory trim, clay roof pieces for us at . hips, rakes, ridges and valley terminatiansi Manufactured for each tile profile. Test Identifier 94 -156 -5 i 94 -156 -6 j 25- 7121 -1 Project: 07 -07 -00 -91 (307023) 2353 -126 SFTC- 001 -02-01 Test Name/Report Dae TAS 101 TAS 102 TAS 101 TAS 100. ASTMC 1167 TAS 101 Aug.. 994 Nov. 995 Sept. 994 June 007 Dec.. 002 n I NOA No.: 07 -0 Expiration Date: 10 Approval Date: 10 Page .04 3/12 4/07 of 5 = r M 3. L ATIONS 3.1 Irire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in. accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade county Certified Laboratory to perIorm quarterly tests in accordance with TAS 112, appendix 'A'. Such testing shall be submit ed to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applicatio Standard listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe Mission Barrel' and its components shall be installed in strict compliance ami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Jjata For Attachment Calculations with • Table 2: Aerodynamic Multipliers Table 1: Average Weight (W) and Dimensions (1 x w) 3":12' Tile Profile ' 1 Weight-W (Ibf) Length - I (feet) (feet) Mission Barrel Roof Tile Clay 5 0 1.50 0.68 ' • Table 2: Aerodynamic Multipliers - A. Of 3":12' Tile ' 1 ' ' Mission Barrel Clay Roof Tile ' , , X(ft) . 6.11 ' Profile 5.87 ' ' ' ' Direct Deck A. • liCation Mission Barrel Clay Roof Tile ' " 0242 , Tabie 3: :Restoring Moments due to Gravity - Mg (ft-ibir) Tile Profile 3":12' 4":12" ' 5":121" 8":12" 71112" or greater Mission Barrel Clay Roof Tile ' 6.25 1 '` , 6.20 ' I . 6.11 6.00 5.87 I Table 4: Attachment Resistance Expressed • Tile' I •Profile Mission Barr- [ poy.noof Tfl ' • Tile Application Nall7Ori With'A Sy4tem s a Moment - Mf (ft-lbf) Minimum Attachmenl Resistance 1. The nail h le shall be lbcated at he center of the cover tile, 1-1/2° fibril the heed. 2. Minimum rheadIa.. I • 1 • , : s ! ' , * TO-11P T AMR ahon rtnhinnihk in rod, Ti-IF • 14 .cz„. .R9r1qT- 24.1 NOA No.: 07- 26.04 Expiration Date: 10(13/12 Approval Date: 1N'04/07 • Page 3 of 5 , 1 RT rt F.ez r-g ThF Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Sin ':le Pa . Adhesive Set S stems rile Profile Tile Application 1 Minimum Attach Resistance ent Mission Barrel Tile Clay Roof Polyfoam PolyPro M 141.8 3 PI. co 35 •fi %1��bY,.kap- • •ltzlik1 1.%3 •f P•I?P •TM. able 5A: Attachment Resistance Expres far Mortar Set S stems ed as a Moment - Mf (ft -Ibf) The Profile le A .11 ation Attachment Resistance Mission Ba el Cla Roof Tile Mortar Set 57.4 5. LABF 5.1 All following IANTAFE i. BUILDING 6.1 Application 4:1.1 e/G , 6A�, TIPK A LING tiles shall bear the imprint statement: "Miami TM i,„ IDENTIFICATION. MARK (LOCATED:UNDERNEATH PERMIT REQUIREMENTS for building permit This'Notice of Acceptance. .1.2 Any other documents in order to properly I I: , . ho inn IT Bk1/41A or -Dade , MADE FOR shall required evaluate ! r ho identifiable MIP marking County Product , MISSION BARREL be,accomp .. .,. by the B9.ilding the install i.I i.Lr id. i I A!r[dRir Control , IN TILE) 'ed on of 1 of the manufacturer's Approved C CLAY by copies Official this system. AN +P , 1tOOF Of or I I- name or 10 ". , LOMB TILE I the following: applicable Building NOA No.: 07 -06 Expiration Date: 10/ ,Approval Date: 10/ Page r 0 .:: T rI TUiA o, Code .04 3/12 4/07 of or I 5 .R,i1 THF TF PROFILE DRAWING • SANTAFE ''MlfESION BARREL' CLAY ROOF TILE END OF THIS ACCEflANCE NOA No.: O1-O26 Expiration Date: 10 13/12 Approval Date: 10,104,07 Page 5 of 5 WIR Mr.) nnmnme-uvR frIKO Timr PPWPMQ.r.f. boz, rf DA, rrr 111,9t MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. lst FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 FIRST-CLASS MIAMI-DADE COUNTY- STATE OF FLORIDA U.S. POSTAGE EXPIRES SEPT. 30,2012 PAID MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 PERMIT NO. 231 MtS i7s NOT A. BILL DO 633304-1 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 659986-5 AG STAR CONSTRUCTION INC STATE* CGC1516021 1827 NW 1 ST 33125 MIAMI OWNER AG STAR CONSTRUCTION INC See. Type of Business WORKER/S 196 GENERAL BUILDING CONTRACTOR 1 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES HOT PERUIT THE HOLDER TO VIOLATE ANY EXISTIIG REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES_ NOR DOES IT EXEMPT THE HOLDER FR011 ANY OTHER PERINT OR LICENSE REOLURED BY LAW. MS IS NOT A CERTIFICATION OF THE HOLDERS OUAUFICA- DON& PAYDEPIT RECEIVED MANMADE COUNTY TAX COLLECTOR 09/27/2011 09010436001 000045.00 SEE OTHER SIDE MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 DO NOT FORWARD AG STAR CONSTRUCTION INC AXEL R GALDAMEZ PRES 1827 NW 1 ST MIAMI FL 33125 23 2011 LOCAL. BUSINESS TAX RECEIPT 2012 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30,2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 F1RST-CLASS US. POSTAGE PAID MIAMI, FL PERMIT NO. 231 ":11F_HSH:JtAbiLL-Di 648302-8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NM 675280-3 AG STAR CONSTRUCTION INC STATE* CCC1329029 1827 NW 1 ST 33125 MIAMI OWNER AG STAR CONSTRUCTION INC See. Type of Business WORKER/S 196 SPECIALTY BUILDING CONTRACTOR 1 THIS 15 ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY oR cows Paw DOES IT EXEMPT THE HOLDER FFIOLI ANY OTHER PERSIST OR UCENSE FIECAARED BY LAW. THIS IS NOT A CERTIFICADON OF THE HOLDER'S OUALIFICA- VOHS. mtivallEcww wriummicmorrymo COLLECTOR 09/27/2011 09010438001 000045.00 SEE OTHER SIDE DO NOT FORWARD AG STAR CONSTRUCTION INC AXEL R GALDAMEZ PRES 1827 NW 1 ST MIAMI FL 33125 24 IVliami Shores VOlage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #:4(111-6..)(042-- DATE: SI'laai v s t vo ?L<o$r e o Contractor •o Owner Archite Pic d up 2 sets of plans and Address: her) 5s � From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: t 11 11 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 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Permit No. Master Permit No. 30311173 SEP0'20I Address: 55 f J E ��__C 4m 4- City: 1 �I c j/tAA �-a1 S State: L Tenant/Lessee Name Phone#: Email; Phone#: •;o '75'7 - (0305- JOB ADDRESS: 55 NSC Ckq City: Miami Shores County: Folio/Parcel#: Is the Building Historically Designated: Yes Miami Dade Zip: NO Flood Zone: CONTRACTOR: Company Name: AG, 4TM2 t3 1Z Address: (9 2.41 1/1J it5k. Cheek- City: rA. AAA State: t „. Qualifier Name: Ai-€1 - .-L ,qi4 E State Certification or Registration #: { Z� t O2. ° Contact Phone#: 305- & C I0 , Email Address: DESIGNER: Architect/Engineer: IA I=3 It 10 .j s.I Q.+rA Ff 4'' Phone#: 2 )c (p T 0 4 f2 Zip: '312-.r.' Phone#: qq °? Certificate of Competency #: rc v v . 5A-c%) Cori 00UCa - jcMoc ' Phone#: -78- 6 - T-5-13 0 f Value of Work for this Permit: $ ( 00 J � Square/Linear Footage of Work: cQ Type of Work: DAddition OAlteration New ORepair/Replace ODemolition Description of Work:.. (YOVOC. Zo ******** * * *** * * * * *** *** * * * *** *** *** * * ** Fees************* * * * * * * * * * * * * * * ***** * * *** *** **** Submittal Fee $ Permit Fee $Old 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 El.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknow edged before me s f lh The foregoing instrument was acknowledged • fore this /71<� day of _�, 20 1( , by a�Bf (Id( f® CO day of i6 " , 20 (1 by i l s %' ,% L: who is personally know to me or who has produced who is personally known to me or who has produced F,PI . As identification and who did take an oath. 4 OIo -74-010 as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: APPROVED BY /41/-0-71,1--er Plans Examiner Zoning Structwai Review Clerk (Revised 07 /10/)7)(Revised 06/10/2009)(Revised 3/15/19) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: e, k J (ck ()LSO Date: 5lji -„10 (. Property Address: 5s- itVe,j .19 5c ®IM o wii 5-A 5 Roofing Permit Number: Dear B lding Oicl: /61 S� I certify that I am not required to retrofit the roof to wall connections of my bpilding because: vi The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this day ofeh • a , s a r My Commisslay Pedro A t3odoy E 0•4040.15 osa�ee Notary Public, Sate of Florida at Large r elf t® • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or mo an $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roo o WaII connection Hurricane Mitigation. Revised on 5/21/2009 Miami Shores Villa e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 5/j7 ;1O (1 10050 NE 2' Ave Miami Shores, Fl 33138 Re: Owner's Name: e OIet50 Property Address: 5 c Ai 6 j9 5Je e4 M !awl 5 42keS � Roofing Permit Number. Dear B 'Idin cial: I WI/ La-co 0 (certify that I am not required to retrofit the roof to wall connections of my b ' ing because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad — valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, oeing the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 11 4-k day of ;,; rrV t/ Notary Public, Sate of Florida at Large 2 • When the justvaluation of the struc#ure for purpose of ad valorem tendon emml to ormo $300,1X10.00, and the bung was not constructed with FBC nor a 1994 SFBC. Then pi must provide a building application from a General Conbactorfor tiro ., /. Watt connection Hurricane Mitigation. Revised on 5121/2009 SECTION R4402.13 H GH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R ' .13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with e required roofing permit, and to explain to the owner the content of the section. The provisions of Section R440 govern the minimum requirements and standards of the industry for roofing system installations. Add' . , y, the following items should be addressed as part of the agreement between the owner ant the con' - .. r. The owner's initial in the designated space indicates that the item has been explained. 1. 1 0 Aesthetics Workman ship: the workmanship provisions of Section R4402 are for the purpose of p . viding that the roof system meets the wind resistance and water instruction performance standards. 'es (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues as color or architectural appearance, that are not part of a zoning code, should be addressed as part of agreement between the owner and the contractor. Renaiflng wood decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior removing the existing roof system). 3. Lt 0 Common roofs: Common roofs are those which have no visible delineation between neighboring u its (Le., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or o er should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the undersde of the roof decking can viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail netration of the underside of the decking may not to acceptable. This provides the option of maintaining the a pearance. 5. 0 Ponding water: The current roof system and/or deck of the building may not drain well and may use water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural and may require the review of a professional structural engineer. Pounding may shorten the life pectancy and performance of the new roofing system. Pounding conditions may not be evident until the ginal roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not o er loaded from a buildup of water. Perimeter/edge wall or other roof extension may bloc* this discharge if o .erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in rdance with the requirements of Sections R4402, R4403 and R4413. 7. 1 Ventilation: Most roof structures should have some ability to vent natural airflow through the nor of the structure assembly (the building itselt). The existing amount of attic ventilation shall not be uced. It may be beneficial to consider additional venting which can result in extending the service life of the f. Contractor Signature ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fonn. Section A fGenta Infnrmatinn) Master Permit No, Process No. • Contractor's Name /44 S Clods* Vcri@i✓, Job Address :5 NE 2r/�lc. �I -e4 -� 0 Low Slope O Mechanically Fastened Tile GI- Mortar/Adhesive Set Tile 0 Asphaltic 0 Metal Panel/Shingles 0 Wood Shingles/Shakes Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE P° CAS VGPT New Roof 0 Reroofhng 0 . Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Sia pe Roof Area (SF) Steep Sloped Roof Area (SF) 900 $eCtinn B (Roof plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) 0 FLORIDA BUILDING CODE — BUILDING I-- Galvirtlzed Metal 1 1 1 1 Tito RgafSystem. �a r d COUN'Y °Delivering Excel! ° ,: Every -Oaf Roof System Menu Miami -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Section D Tile Roof System ,CLAY FOREVER 1 Notice of Accept= Number (NOA): Minimum Design 11- 0707.03 nd Pressures, NAppitcablo (from RAS 127 or Calculations): P1: is P 2: P 3: Maximum Design Wind Pressures, (Fran the NOA Specitk system): - 52.05 psf Min the specific roof assembly component If a component is not ruled insert not applicable (nfa) In the text box. Drip Edge S' Drip Edge M Drip Edge F Hook Strip/C I-3" face 26 ga._ 1 — Select Hook Strip — Deck Type: —5/8" Plywood -- Optional Namable Substrate: INA Optional Netlable Substrate Attachment Basesheet Type: Fastener Type for 8asesheet Attachment: 11-114 RS NAIL & TIN CAP 1-5/8 Tile Underiayment Attachment Method Tie Proms: 1ALTUSA SPANISH "S" CIAY TILE scow E Meg C(IlUNrYI ._ Mini -Dade County Building & Neighborhood Compliance Department HVHZ Electronic Roof Permit Form Oar Section E Rile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 12r For Mor�ft based tile systems, use Method 1. Compare the values for Mr with the values from Mf. tf the elf values are greater or equal to the Mr value. for each area of the roof. then the de attachment method is acceptabe. For Uplift based the each area of the roof, P1: P2: P3: MIN P1: P2: P 3: IKE x7l x7l x 1L 028 028 028 = _ 12.63 22.01 32.54 - Mg: = Mrt: -mg: 4.49 =MrZ -Mg. =Mr3: 17.52 28.05 52.05 52.05 52.05 Method 3 "Uplift BMW T0. Calculations Per RAS 127" NOA Mt NOA Mt NOA tuft use Method 3. Compare the values for P wilh the values for Fr. If the P values are greater than or equal to the Fr values, for the fife attachment mood is actable. xr Description MN Ell = Mil at INN NM x cos 8 :® =Fr1: s NOA P x cos 8: E:1=FM1=115 NOAP x cos a: ®= Fr3:1:73 51 ..J NOA P Where to Obtain Information to complete tile calculations Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127. or by an engineer analysis prepared, signed and seated by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope .nob Site Aerodynamic Multiplier 2. Product Approval (NOA) Restoring Moment due to Gravity M9 Product Approval (NOA) Attachment Residence Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Reuatance F Product Approval 010A) Required Uplift Resistance Fr Calculated Average Tile Weight W ProluotApproval (NOA) 7ite Dimensions i = length w= width 8 d ee& •c✓eo :e *16I0o:01 t &0 9 ants...... Product Approval (NOA) Oct. 5. 2011 8 : 46AM NEIGHBORHOOD COMPLIANCE DEP9RTIVII'.h`T (B) DE ADMINISTRATION DIVISION NOTICE Clay Forever 6801 NW 77 Munk FL SCOPE: This NOA is The docum Section to be (AHD. No. 8144 MIAMI-DADE COt:h'TN ritonticr CONTROL SECTION 1tilosSW26Street, Room l08 Miami. Florida 33E75-2414 T !.786) 315.2390 F (786) 31 5-2599 orareerdipnidoskstovibufklinti rued under the applicable rules and regulations governing the use of construction materials. on submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA nor be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In r : ,' Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to • have this p or material tested for quality assurance purposes. If this product or material fails to perform in the accepted .. er, the manufacturer will incur the expense of such testing and the AM may immediately revoke, in • , or suspend the use of such product or material within their jurisdiction. BM reserves the right to revoke this r., if it is determined by Miami Idle County Product Cashel Section that this product or material fails mat the requirements of the applicable building code. This product i approved as described herein, and has been designed to comply with the Florida Building Code including the "gh Velocity Hurricane Zone of the Florida Building Code. DESCRIpTI N: Altusa "S" Clay Roof Tile LABELING Each unit shall bear a penaanent label with the mantcturer's name or logo, city, state and following star "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL f this NOA shall be considered ate a renewal application has been filed and there has been no change in the plicable building code negatively affecting the performance of this product. TERM1NA ON 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 eny producct, for es, adversing or any oar purposes shall automatically terminate this NOA. Failure to comply with any sech of this NOA shall be cnlse for termination and removal of NOA. ADVER ` , i : The NOA number preceded by the words Miami -Dade County, Florida, and followed by the oxpiratio data may be displayed in advertising literature. If any portion of*. NOA is displayed, then it shall be doneinits INSPECTI a N: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be . . le for inspection at the job site at the request of the Building Official. This NOA of pages 1 through 5. The submtne documentation was reviewed by Alex Tigera. 0 d 0G•000009L ea:e - Jmesosos saes a .sane:,:... NOA No.: 11.0707.03 Expiration Dale: 08/26/14 Approval Date: 09/29/1I Page I of 5 Oct. '101 8:47AM Roo ° r ASSEABBLY APPROVAL __ ! +, 11' Material; Roofer Roofing Tiles Clay Wood No. 8144 P. 2 1. S 'PE This new roofing system using Ahura "S" Clay Roof Titer as manufactured. by Seiner, SA. de CU in P+imienta, Honduras and distributed by Clay Forever LLC as described in Section 3 of this Deice of Acceptance. For locations where the pressure 'requirements, ments, as determined by appl - ble Building Cie does not exceed the design pressure values obtained by calculations in Rance with RAS 127 using the values listed in section 4 herein. The attachment calculations shat be done as a moment based system. 2. PR ' DUCT DESCRIPTION Musa " Clay Roof Tile Trim Pi 2.1 S American Florida American Florida Length: 1S -314" Width: 16 -314" varying thickness Lath: varies Width: varies varying thickness EVIDENCE: est Lab of South at Lab of South Test Product lkta High profile, one-piece, `S' shaped single roll ASTM C 1167 clay tile with a nominal 2-16 inch headlap. For adhesive set applications. Accessory mint, clay roof pieces for use at TAS 112 hips, rakes, ridges and valley terminations. Manufacdiored for each tile profile. Test Idegtilier RT0426.01 -11 Test Name/R pod ASTM C 1167 RT0706.01 -11 Static Uplift Testing TAS 101 Dais 05107(11 07/11/11 3. LThilITATIONS 3.1 Fire classification is mit part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with TAS 106. 33 1 Applicant shall retain the services of a MiandDade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A!. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 i Minimum nn derlayme uts shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 1 30/90 hot mopped urhde rlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlaymerit material manufacturers published literature. 3.6 t This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. v a eea t immees •J.8✓ ao :oa a too o tn.adlr... NOA No.:- 11- 0107.03 Sxpiratlon Dew: 08/26/14 Approval Date: 09/9/11 Page 2 of 5 Oct. 5. 201 8:47AM No. 8144 P. 3 . 4. IN ALLATION 4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 4: Attachment Resistance Expressed as a Moment . Mr (ttlbf) for Since Patty Adhesive Set Systems Talmo 1: Average Weight (W) and Dimansions (i x wr ) Tile Profile Weight -W (ibf) ' Length4 (ft) Width -n► (ft) Musa "S" Clay Roof Tile 6.5 1.56 0.9 Table 4: Attachment Resistance Expressed as a Moment . Mr (ttlbf) for Since Patty Adhesive Set Systems Table 2: Aerodynamic 'Multipliers - A (" ) Tile Profile Tile A (ft3) 4 " :12" , Profile Direct Deck Applieatlon Altura "S" Clay Roof The 0.28 Table 4: Attachment Resistance Expressed as a Moment . Mr (ttlbf) for Since Patty Adhesive Set Systems Table 3: Restoring Mom due to Gravity - Ma (ft4bf) Tile Profile r :12" 3 ":12" 4 " :12" , S" :12" . 6":12" Greater than 7":12" Musa 'S' Clay Roof Tlle Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 4.54 4.49 4.42 4.34 4.24 4.14 Table 4: Attachment Resistance Expressed as a Moment . Mr (ttlbf) for Since Patty Adhesive Set Systems • Tile • Profile Tile Application . Minimum Attachment . Resistance Musa 'Sr Clay Roof Tile Poiytoam PolyProm' • _ • 52.05' 1 Lame paddy placement prams of Pb1VPra : NOA No.: 11-0707.03 Ezptradoa Date: 08126/14 Approval Date: 49/29/11 Page 3of5 Lib) a_.....� Oct. 5. 20 1 8: 4 7AM No. 8144 P. 4 5. L EIING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or folawirg stated 'Miami -Dade County Product Control Approved ". 6. B USA MADE IN HONDURAS LABEL FOR AL.TUSA "S" CLAY ROOF TILL, (LOCATED ON T E UNDERSIDE OF TILE) ING PERMIT .REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.11 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 0 d Belem• °H 00:e •.LTV LO:OL time a .LOOt+Ni4> NOA No.; 11. 0107.03 Expiration Data 08126114 Approval DUE 04/24/11 Page 4of5 Oct. 5. 2011 8 :48AM 1 • PROFILE DRAWINGS No. 8144 P. 5 ALTUSA 4S' CLAY ROOF TILE END OF THIS ACCEPTANCE Z. d 6et000pog4 olcmuresa ns •J.s# 0 $Ot t teas £mO OWL) NOA'No.a 11- 070703 Eton Date: 08/26114 Approvsl Dam 09129!11 Paso S of S COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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.mbunidalle.eov/huiltlinal SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH.1 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick WITS, IR-Xe, TU, and TU P LABELING: Each unit shall.bear a permanent label with the manufacturer's name or logo, city, state and following statement: '"Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA#09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. -401te"--- I APPROVED OA No.: 11- 0203.02 piration Date: 09/13/11 Approval Date: 04/21/11 Page 1 of ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick 1R -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3 3/e" 60 mils thick Roll: 65'8" x 3'33/8" 80 mils thick and 67" x 36" 80 mils thick Roll: 32'l0" x 3'3-3/8" 100 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL .TLS ??dill APPROVED Product pescriution A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular/sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof file underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surtax, self - adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof file underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04121/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Aunty Exterior Research & Design, LLC Trinity I ERD PR1 Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -i #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PR101111 PUSA- 005 -02-01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA - 033 -02 -01 PUSA - 055 -02 -02 PUSA- 083 -02-01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM .D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103/ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 " TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 .08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self- adhered. Surfacing: None 1. All nails in the deck shall be darefully checked for protruding heads. Re- fasten . any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -h" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21111 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Hawn, FL Plant; Polystick MTS, 1R-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick 1R-Xe and TU manufactured In Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystiek MTS Polystick IR-Xe Polystiek TU, TU Pins TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 8 Roofing Mee (8 Max. Per Stack) 12 NOA No.: 11- 0203.02 Expiration Date: 09 /13/11 Approval Date: 04/21/11 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, 1R-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, 1R -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQu1R ENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICIC MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 42I Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. C ALlul4!l 11 .1.i APPROVED.I NOA No$ 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7'/12" or greater. It is suggested that on pitch/slopes in excess of 6 W' /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0203.02 Expiration Date: 09113/11 Approval Date: 04/21/11 Page 6 of 6 Mg Atmil.rianag ‘"haallai samaniv BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) ROAR!? ANT) rortr. ATMANTRIT.A1VINT TM" MON NOTICE OF ACCEPTANCE (NOA) Pnlyfeem Producta, Tue. Tomball, TX 77375 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mm a ranr;r1,A 1111g-1:41,9 T (7 )315-259U 17 (76)3i3-2599 www.miamiciado.novfindklinu/ ;SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC Product Control :;:kttAithrt LI) h4, med in Miami Dade County and other =zees where allowed by the Authority Having Jurisdiction (AHJ). Thi NOA 4;00 jit tti 111310W, Th e, Miami-Dade C0uhtv PI-0{1001. C.:0111"ot Section (In Miami Dade County) and/or the Ani (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the aceepted manner, the msnufacturer wiij incur the expense of such testing and the AM may immediately revoke, hiodity, or suspend the use uf such produet ur material within their jurisdiction. »NC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, .7174. prdu i ppry e! and h uunipky widi th Flufidu Budding Cudc including the Velocity Hurricane Zone of the Florida Building Code. DESCRIPTV Poiyprot* AHh LABELING: Each unit shall bear a *permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approval", 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 ff 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 prduct, for sales, advert:loll-1g or any otior purposes .hall not'arilatiZan;y' tCraitinati."; 111;4 NOA, kr i_wiliply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mianti-Dede 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 ef this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 7xit:Z.LjiLts11.1•LIL. IAPPROVED1 NOA 11-0194M Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AR160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: DVA,Salia Polypro® AH160 N/A Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Test Specifications TAS 101 Prod irtLri dog Two component polyurethane foam ensuCal Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Tviiarnt-node county PrAritytt rnintivsil Atte.nptivi Rettlf Tact A ct-grInhht hAVillg A r'Arrrnt Nr14 whh lig moment resistance values with the use of Polypro AH160 roof tile adhesive. PETYSICAL PROPERTIES: Prom*/ Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test AMA D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lhs./ft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ F., 2 weeks +6.O% Volume Change ©158F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMIT. °i'ED: Test Aaency Test Identifier Telt Nameamaort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02101/94 Polymers Division Ramtech Laboratories, inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AIi160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a curient NOA that lists uplift resistance values with the use of Polypro(10 AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1,0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. *70 other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 1. S Oa pF ".111660 -I:an, not LP ex p^--A ir,,rm sicced to sun2151ti. 8. Tiles must he adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after PoiyprrA AH16Q has been disp nsed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles Placement Detail #1 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A High Profile (2 Piece Barrel) Flat, Low, Higzh Profiles Flat, Low, High Profiles #1 #2 17 /side on cap and 34/pan 24 N/A N/A #3 8 LABELING: All Polypro!? AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11 -0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY .r..31.111r1i -. - jAPPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY iDE i AP PROVED I END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/1012 Approval Date: 04/14/11 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC- (l- 1OO6 Inspection Number: INSP- 164277 Permit Number: EL -9 -11 -1656 Scheduled Inspection Date: July 11, 2012 Inspector: Devaney, Michael Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: PRECISION TECH, INC. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060131290 Phone: 954 - 704 -8006 Building Department Comments ELECTRICAL WORK FOR PORCH ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 10, 2012 For Inspections please call: (305)762 -4949 Page 1 of 39 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 I Permit No.' ! lL [C Master Permit No. BUILDING PE IT APPLICATION "`Tr�fC emit Type: C.� OWN1�Rc�ame (Fee Simple Titleholder): �`�� Phone #: :it�J '7`} ) '4 Address: 65---ALE. S tt City: 1 Li-1, j tto Ps- . State: Ft - zip: 33 f SEP0,82011 V---------------- Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 5 5 -r City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: NO / Flood Zone: Is the Building Historically Designated: Yes CONTRAC,,4 R: Comp. _ N. e: f Address: llo jam_• City: 0 Qualifier Name: Phone #�� 3t 4'7 Zip. CYS' 40-7 Phone#: ,3 0S 3 CrIV State: State Certification or Registration #: P.- I f 23 6/ Certificate of Competency #: Contact Phone #: Email Address: A 9 �, J DESIGNER: Architect/Engineer: !11 n 1210 4v 'ho f Value of Work for this Permit: $ 4100. e ° Square/Linear Footage of Work: Type of Work: DAddress UAlteration New ORepair/Replace ODemolition Description of Work: **** ***** ************* *******u:: x******** Fees******* ********** ********* * * * *** s******************************************** Submittal Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Permit Fee $ /g-tt CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ! ' 10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 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 $25 promise in good faith that a copy of the notice of commencement and construction lien law broc whose property is subject to attachment. Also, a certified copy of the recorded notice of comm for the first inspection which occurs seven (7) days after the building permit is issue inspection will not be approved and a reinspection fee will be charged. applicant must o the person e job site ice, the x.. Signature Owner or Agent actor The foregoing instrument was acknowledged before me this e ore oing ins ent was acknowledged before me this O54l day of , 20 _, by , day of ld� lJ , 20 ? / , by who is personally known to me or who has produced who is personally known to me or who has produced FP L As identification and who did take an oath. r) ?® 2. 1 /oS ®a 9dentification and who did take an oath. NOTARY PUBLIC: NO • Sign: S gn: Print: Print: My Commission Expires: ******* *+ x+ x+ x********* ********** ******m *x: **: x+ x*+x+x*:********** *** * * * *** ****** ****** ****** x:********************** mss/ APPROVED BY E 8 Se Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) DONOTFORWARD PRECISION TECH INC MARIA TOBARES PRES P 0 BOX 840726 PEMBROKE PINES FL 33084 330844, lif 4 111 )1 /$11/771110.441011411111711174411111107b PRECISION TECH IC MARIA TOBARES PRES P 0 BOX 840726 PEMBROKE PINES FL 33084 •• ..• • • •• 1:11)1pill)111i111111111111111111111A11111111S11111199 STA DEP 1940 OF FLORIDA OF BUSINESS AND PROFESSIONAL REG -ION ICAL CONTRACTORS LICENSING BOARD ORTH MONROE STREET FL 32399-0783 TOBARES PERCISO 8500 N. PEMBRO Congratulations! With Floridians licensed by -Our professionals and boxers to barbeque Every day we work to For information about There you can find impact you, subscribe Department's initiatives. Our mission at the constantly strive to sery Thank you for doing FERNANDO . TECHDINCRELECT CONST PINES FL 33024 license you become one of the nearly one millkm Department of Business and Professional Regulation. neSses range from architect to yacht brokers, from urants, and they keep Florida's economy strong. the way we do business in order to serve you tamer.; services, please log onto www.aryfloridalicense.com. - information about our divisions the regulations that department newsletters and team more about the (850) 487 -1395 18: License Efficiently, Regulate Fairly. We you better so that you can serve your customers. license! iness in Florida, and congratulations your new DETACH HERE 0 PLL!rb: BATCH NUMBER PRODUCER NORTHEAST AGENCIES, INC 6950 CYPRESS ROAD, SUITE 105 PLANTATION, FL 33317 Phone No. 866 - 290 -8680 Fax No. 954 -584 -0995 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY A WESTERN WORLD INSURANCE COMPANY INSURED PRECISION TECH INC 8500 NW 23RD STREET PEMBROKE PINES, FL 33024 Of#r.954r�-704 -8006 cell #305 - 303 -9747 COMPANY B WESTERN WORLD INSURANCE COMPANY COMPANY COMPANY D v ,* ' m-.a$ ..,. a v, t * 4 ., zr z;. b3. _� ems: �*r,h.� ; . �' t:*'. - m. , �°*rt. i >. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE ( MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL ❑ • El • II LIABILITY COMMECIAL GENERAL. LABILITY ❑ CLAIMS MADE ❑ OCCUR OWNER'S & CONTRACTOR'S PROT NPP1247319 02/28/2011 02/28/2012 GENERAL AGGREGATE $ 2,000,000 PRODUCTS — COMP/OP AGG $ 1,000,000 PERSONAL & ADV INJURY $ 1,000,000 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (My one fire) $ 50,000 MED EXP (Any one person) $ 5000 B AUTOMOTIVE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON -OWNED AUTOS 048187228 08/20/2010 08/20/2011 COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) $ 25,000 BODILY INJURY (Per accident) $ 50,000 PROPERTY DAMAGE $ 25,000 ❑ GARAGED LIABILITY ❑ ANY AUTO ❑ AUTO ONLY— EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ ❑ AGGREGATE $ EXCESS LIABILITY ❑ UMBRELLA FORM ❑OTHER THAN UMBRELLA FORM EACH OCCURRENCE $ AGGREGATE $ $ E WORKERS COMPENSATION EMPLOYERS' LIABILITY THE PROPRIETOR/PARTERS/ EXECUTIVE OFFICERS ARE: • AND INCL ENCL 01WEC KQ4890 10/01/2010 10/01/2011 TORYLIMITS 1 1 -ER . ri.. ... EL EACH ACCIDENT $ 100,000 EL DISEASE - POLICY LIMIT $ 500,000 EL DISEASE - EA EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /SPECIAL MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF , THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORED REPRESENTATIVE Lisa faiaa ': StR .i. Allstate® You're in good hands. 1 SUPERIOR TRUSS SYSTEMS, INC. 8500 NW 58 STREET MIAMI FL 33166 Project: FRONT PORCH ADD'N. Model: CLAUDIA OLASO RES. Block No: Lot No: Contact Site Office Name: Phone: Fax: To: Truss List "MARIO AVERHOFF" "FRONT PORCH ADDITION" Job No: 14798 FOR CLAUDIA OLASO RES.' Page: 1 of 1 Date: 8/31/2011 Project 14798 Deliver To: Account No: 55 N.E. 99 ST. Designer: JP MIAMI SHORES, FL. Salesman: Deliver To Address3 Quote No: Tentative Delivery Date: Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Wind: ASCE 7 -05 per FBC2007; 146 mph; Total Roof Gravity Load = 55 PSF. Floor Gravity Load = 55 PSF. Exposure C , Enclosed. Computer Program Used: MiTek 20/20. Pages or sheets covered by this seal from: 0001 thru 0004 Total: 4 drawings. With my seal affixed to this sheet, I hereby certify that 1 am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. Chapter 23 of the Florida Building Code. This signed and sealed index sheet indicates acceptance of my professional engineering responsibility solely for the truss design drawings listed below. The suitability and use of each truss component for any particular building is the responsibility of the building designer, per TPI 2002. OSCAR CORRAL P.E. STATE OF FLORIDA REG. NO 12467 - 8500 NW 58 ST, MIAMI, FL 33166 Date Truss Date Truss Date Truss Date Truss 0001 08-31 -2011 FG1 0002 08-31-2011 GT1 0003 08-31 -2011 HJ4 0004 08-31 -2011 J3 Jot, Truss Truss Type Qty Ply MARIO AVERHOFF 14798 0001 14798 FG1 ROOF TRUSS 1 1 Job Reference (optional) 1 8 7.130 s Apr 28 2009 MiTek Industries, Inc. Wed Aug 31 15:50:35 2011 Page 1 1 -6 -0 1 -6 -0 22x4 11 3 4 9 2x4 II 7 1-6-0 1-6-0 6 2x4 115 Scale = 1:11.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007ITPI2002 CSI TC 0.01 BC 0.06 WB 0.01 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) -0.00 7 >999 360 Vert(TL) -0.00 7 >999 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 10 Ib LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7 =93/Mechanical, 6= 93/Mechanical Max Uplift7= -49(LC 3), 6 = -49(LC 3) Max Grav7= 329(LC 4), 6= 266(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 =0/0, 2- 3 =0/0, 3- 4 =0/0, 2- 7= -50/38 BOT CHORD 7- 8 =0/0, 7- 9 =0/0, 6- 9 =0 /0, 5 -6 =0/0 WEBS 3-6=-50/37 BRACING TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf, BCDL =5.0psf; h =loft; Cat. II; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 Ib uplift at joint 7 and 49 Ib uplift at joint 6. 6) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) Girder carries tie -in span(s): 3-6-0 from o-0-fl to 1-6-0 81 In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1- 2 = -30, 2- 3 = -90, 3- 4 = -30, 5- 8 =- 58(F = -38) Job, Truss Truss Type Qty Piy MARIO AVERHOFF 14798 LOADING (psf) SPACING 2 -0-0 CSI DEFL in 0002 14798 GT1 ROOF TRUSS 1 1 Plates Increase 1.00 TC 0.81 Vert(LL) 0.07 4-6 >999 Job Reference (optional) 0-9-0 0-0-2 4-4-8 5x6 = 1 6.00 12 4-4-8 T1 7 8 6 9 10 3x8 I I 1 7.130 s Apr 28 2009 MiTek Industries, Inc. Wed Aug 31 15:50:35 2011 Page 1 4x6 = 4-4 -8 4-4-8 8 -9 -0 8-9-2 4-4 -8 0-0-2 5x6 = 8-9-0 4-4-8 Scale = 1:17.3 IM Plate Offsets (X,Y): 12:0- 3-0,0 -2 -9], 13:0- 3- 0,0 -1- 4],14:0- 3- 0,0 -2 -9], 16:0- 5 -0,0 -1-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.81 Vert(LL) 0.07 4-6 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.81 Vert(TL) -0.10 4-6 >926 180 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 38 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8 -3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8 -8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1972/0 -2 -5 (input 0 -8 -3), 4= 1972/0 -2 -5 (input: 0-8 -3) Max Uplift2=- 1249(LC 3), 4=- 1249(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =017, 2- 3=- 3400/2010, 3-4 =- 3400/2010, 4 -5 =0/7 BOT CHORD 2- 7=- 1659/2943, 7-8 =- 1659/2943, 6-8 =- 1659/2943, 6-9 =- 1659/2943, 9- 10=- 1659/2943, 4- 10=- 1659/2943 WEBS 3-6 =- 1571/2764 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf, BCDL= 5.0psf; h =20ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed fora 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1249 Ib uplift at joint 2 and 1249 Ib uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel paints along the Bottom Chord, nonconcurrent with any other live loads. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 753 lb down and 458 Ib up at 4-4-8, 753 Ib down and 458 Ib up at 4-4-8, 369 Ib down and 225 Ib up at 3 -2 -0, 369 Ib down and 225 Ib up at 3 -2 -0, and 369 }b down and 225 Ib up at 5-7 -0, and 369 Ib down and 225 Ib-up at 5-7-0 on- bottom -chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate increase =1.00 Uniform Loads (plf) Vert 1- 3 = -90, 3- 5 = -90, 2 -4 = -20 Concentrated Loads (Ib) Vert 6=-1506(F=-753,13=-753) 8 =- 738(F= -369, 8= -369) 9=- 738(F= -369, B= -369) Job • 14798 Truss HJ4 Truss Type MONO TRUSS Qty 1 Ply 1 MARIO AVERHOFF 14798 0003 Job Reference (optional) N 0 -0 -2 4-4 -8 .130 s Apr 28 2009 MTek Industries, Inc. Wed Aug 31 15:50:35 2011 Page 1 0 -0 -2 4-4-8 3 3x4 = 4 2x4 I I Scale = 1:13.5 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.42 BC 0.57 WB 0.00 (Matrix) DEFL in (Ioc) I/defl L/d Vert(LL) 0.03 2-4 >999 360 Vert(TL) -0.05 2-4 >975 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 20 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 454/0 -1-8 (input: 0 -8-0), 4= 749/Mechanical Max Horz 2= 198(LC 3) Max Uplift2 =- 293(LC 3), 4=- 524(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/7, 2-3 =- 109/64, 3-4 =- 173/200 BOT CHORD 2- 5 =0 /0, 5- 6=0/0, 4 -6 =0 /0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf h =20ft; Cat 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 2 and 524 Ib uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 369 Ib down and 236 Ib up at 3-2 -0, and 369 Ib down and 236 Ib up at 3 -2 -0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7)- In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 2-4=-20, 1 -3 = -90 Concentrated Loads (Ib) Vert 6=-738(F=-369, B = -369) Job - 14798 Truss J3 Truss Type ROOF TRUSS Qty 12 Ply 1 MARIO AVERHOFF Job Reference (optional) 14798 .00 7f# 4 0004 O...., 4 0-9-2 04-2 .130 s Apr 28 2008 MiTek Industries, Inc. Wed Aug 31 15. 50. 3-6 -0 3-6 -0 2x4 I I Scale = 1:11.7 Plate Offsets (X,Y): (6:0- 2 -0,0 -1 -01 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress 'nor YES Code FBC2007/TPI2002 CSI TC 0.20 BC 0.35 WB 0.04 (Matrix) DEFL in (loc) 1/defl Ud Vert(LL) -0.02 2-6 >999 360 Vert(TL) -0.03 2-6 >999 180 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 2441190 Weight: 13 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 197/0 -1-8 (input: 0-8 -0), 6= 171/Mechanical Max Horz 2= 145(LC 3) Max Uplift2=- 137(LC 3), 6=- 131(LC 3) Max Grav2= 284(LC 6), 6= 286(LC 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2 = -0/0, 2- 3=- 87/50, 3- 4 =-4/0 BOT CHORD 2- 7 =0/0, 6- 7 =0/0, 5 -6 =0 /0 WEBS 3-6 =- 136/148 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf h =20ft; Cat. 11; Exp C; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 Ib uplift at joint 2 and 131 lb - uplift at joint 6. 5) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. LOAD CASE(S) Standard Page 7 of 10 TABLE 4- ALLOWABLE LOADS FOR THE LUS SERIES JOIST HANGERS DIMENSIONS1 COMMON NAIL& ALLOWABLE LOADS34 (Quantity-Type) (lbs) Pleader UPir$5 Download Ca= 1.33 or LUS24 18/,5 31/8 13/4 4 10d =1.6 Co =1.0 Ca =1.15 Ca =125' 2 -10d 465 640 735 800 LUS26 16118 43/4 13/4 4-10d 4-10d 930 830 LUS28 18/ 65 /e 13/4 6-10d 1,055 1,215 1,040 18 4-10d LUS210 18/„ s 930 1,055 1,215 1,320 3'!5 124 4-164 4-1Cki 930 .1,275 1,465 1,595 i s 2 -16d MODEL NO. ESR-2549 LUS26 -2 31/8 LUS28 -2 31/8 LUS210 -2 31/8. WS214-2 31/8 LUS44 8 3 /1s t" tS4S 33/48 LUS48 33/45 63A 2 LUS410 f 38115 8' /. 2 LUS414 Ij 38/15 10314 2 For SI: 1 inch = 25.4 mm,-1 tbf = 4.45 N. 4 /1s 7 15 8 /1s 4-16d 6-16d 8-16d 10-16d 4-16d 4-16d 4-16d 6-16d 6-16d 2 -16d 1,140 1,140 1,710 1,710 440 1,000 1,255 1,765 2030 765 • 4-16d 4-16d 1,140 1,000 6-16d 4-16d 1,140 1,265 8-16c1 6-16d 1,710 1,765 10-16d 6-16d 1,710 2,030 1,150 1,455 2,030 2,335 880 1,250 1,585 2,210 2,540 960 - 1,150 1,250 1,455 1,585 2,030 2,210 2,335 2,540 1. Refer to Rgure 4 (this page) for definitions of hanger nomenclature (W, H, B). 2. Refer to Section 3.23 of this report for nail sizes and required minimum physical properties. 3. Tabulated aliowable loads must be selected based on duration of load as permitted by the applicable building code. 4. When LUS Series hangers support joists, they provide torsional resistance, N) times. the depth of the mist at which the lateral movement of the which s defined as a moment of not less than 75 pounds {o joist 0.125 arch (32 mm), top or bottom of the joist with respect to the vertical position of the joisf is 5. Joist nails must be driven at a 45 degree angle through the joist into the header/beam (double shear nariing) to achieve the tabulated loads. 6. Allowable uplift loads have been increased for wind or must be reduced when other load durations govern earthquake loading with no further increase is aHawed. The allowable uplift loads . FIGURE 4-LUS SERIES HANGER PRUUUeT CadC S1L'EL tvtudE ' - VI11C /ISr17113 tlrt.) . 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A I.111-I111U14 GAL' /M 11I4r11 CU It 111 t:w 06(I, 1) •PASTL1.1E115'.A11E CC11.11•I111.1 WIRE alAll.S UliI..TSS UTIi11111ISE MUTED,' 1) ALLCIWABLt LUAUS M1E UASEli (JO THE 11A A1(UI-IAL 11E51E01 St'i =cult. 5T10I1S rim L /(1(111 GUNS 1 nut' '1 "ii -1 1991 1011101.1 FOR SI:i11111E1111 YELLLJW t tl•lr: CU a.55 ul flETTj11 AHD 1.4UIS1'Uht_ C11111E111 iir • twr, TJ(( LESS) ALL. 111 TS r%:1Trt1111•w l 11.1 AS :CUSIIIANCC W1T1•it Asrl1 ()(71541 11 '• plL(t t1ul r E►rt 1 `q�J•ibr :1�IJ1� t 3% 1118 1/ li3U h) EU GC1111ffTIOff. ((t7 r'1111i`ilEti•11(C111ASE 1S AL)L11'yIEll, ?,k) , tS {ytts+t•t•tl 1)t t P11111104 11tIlt lit l • 11»'t,ta tR.3;41 cod • • riot llp r.,+�r r1itnitt11)titl .Pi l tl1:1111!!1))' 1)1111111H ��= 1.1 t 1 �rr���v t 'VIVA!'(! 1'12 01) 1.1 (1()/11)./11V .1`•- 70:1 1((IttRS (p1iYC, 1111111 (I1141.41Y1 1411.5(1469 rMrilfE 1 !313 :Jfi.S 171) r., /9/1)3. §C "i rt t.. - t�Jt. CIC'c'ttiJt 13(111ER1' 1d, LIIIZ t'Iiurr.ssil.NO1. tJ'U.i4iii:Li? (5`11?Uu3t1I7A1 ) r•Lt1T MA 21:0. 013, IS:1, 39 1mAlf1rkl llsl. tte t'11.106 03A • 111111!)E - i GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to $CSI - Guide to Good Practice for Handling, Installing, Restraining r c' of Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI - B3*** for more information. All other permanent bracing design is the responsibility of the building designer. NOTAS GENERALES Los trusses no estan marcados de ningun modo que identifique la frecuencia o localization de restriction lateral yarriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Vea el folleto DCSI - Guia de Buena Practice para el Manejo Instalacion Restriction y Arriostre de los Trusses de Madera Conectados con Places de Metal * ** para informacion mas detallada. Los dibujos de diseho de los trusses pueden especificar las localizations de restriction lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BC5I -8355* para mas informacion. El resto de los disefios de arriostres permanentes 5011 la responsabilidad del disenador del edificio. EET GUIDE HANDLING , I TALLIN , RE Ta 1 may require complex «rmanent bracing' <lease-always consult a Re HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES overload the crane. ®° The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultedo de un manejo, levantamiento, instalacion, restriction y arrisotre incorrecto puede ser la caida de la estructura o aun peor, heridos o muertos. A ©n. JUR q9 Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. BI INfu1 P- B Chapas de metal tienen bordes afilados. Lleve guantes y lentes protectores cuando corte las ataduras. HANDLING - MANEIO Avoid lateral bending. Evite la flexion lateral. NO / sobrecargue la gills. 01/ V/ 0 use banding to lift a bundle. rvoN :4 use las ataduras para levantar un paquete. A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses of 30' (9.1 m) or less. Use at least two lift points for bundles with trusses up to 60' (18.3 m). Use at least 3 lift points for bundles with trusses greater than 60' (18.3 m). Puede usar un solo lugar de levantar para pa- quetes de trusses de la cuerda superior hasta 45' y trusses de cuerdas paralelas de 30' o menos. Puede usar dos puntos de levantar para paquetes mas de 60 pies. Use por /o menos tres puntos de levantar para paquetes mas de 60 pies. ® a Do not over load supporting structure with truss bundle. No sobrecargue la estructura apoyada con el paquete de trusses. Q Place truss bundles in stable position. Puse paquetes de trusses en una position estable. 11 MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES © Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de grua hasta que la restriction lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. A C1;11n T O1/ Use special care in windy weather or near power lines and airports. Spreader bar for truss I►t t Using a single pick -point at the peak can damage the truss. El use de un solo lugar en el pico para levantar puede hacer donio al truss. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES • 1% Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instale la restriction lateral temporal y arriostre diagonal pars /a cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. NOTICE; Refer to BCSI-B2555 for more information. Vea el resumen BCSI-B2555 para mas informacion. RESTRAINT /BRACING FOR ALL PLANES OF TRUSSES RESTRICCION /ARRIOSTRE PARA TODOS PLANOS DE TRUSSES ® This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea la parte superior de la columna para la restriction y arriostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 10' (3 m) or Diagonal bracing Repeat diagonal bracing 15' (4.6 m)* every 15 truss spaces 30' (9.1 m) NOTICE Refer to BCSI -B7 * ** for more information. Vea el resumen BCSI -137"5 para mas informacion. Apply diagonal brace to vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' and 15' (4.6 m) o.c. for 4x2 chords. INSTALLING - INSTALACION ® Tolerances for Out -of- Plane. Tolerancias para Fuera -de- Plano. Length --> Max. Bow Max. Bow <- Lengggth -> Max. Bow / Length (3 m) o.c. max. for 3x2 chords Max. Bow Truss Length Plumb line 60° or less } BCM II?/ 9 Utilice cuidado especial en dias ventosos o cerca de cables e/ectricos o de aeropuertos. Tagline Approx. 1/2 truss length RUSSES UP TO 30` (5.5 ) _. - 1500006 0 OSTA 40 PIES Toe -in _ '>. Locate Spreader bar above or stiffback mid - height Tagline tn.c The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contratista tiene la responsabilidad de recibir; descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en la tierra liso para prevenir el dafio. Spreader bar 1/2 to 2/3 truss length -� 1'F 15 E'S UP TO 6 33y���r��nj � 1700011.. 100075 CO PIES Tagline Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improviser: Spreader bar 2/3 to -4- 3/4 truss length -1'.° T 00 '-ES i3P TG A00.OVl11 60' f TRUSSES HASTA Y SC:BRE 00 Up to 30' (9.1 m) 30' (9.1 m) - 45' (13.7 m) 10' (3 m) o.c. max. Tolerances for Out -of- Plumb. Tolerancias para Fuera -de- Plomada. D150 max 8' (2.4 m) o.c. max. 45' (13.7 m) - 60' (18.3 m) 60'(18.3m)- 80' (24.4 m)* 6' (1.8 m) o.c. max. 4' (1.2 m) o.c. max. *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). *Consulte a un Professional Registrado de Disefio para trusses mas de 60 pies. t ::r Q See BCSI -B2 * ** for TCTLR options. Vea el BCSI -B2*** pare las options de TCTLR NOTICE Refer to BCSI -B3555 for Gable End Frame re -, straint /bracing/ reinforcement information. Para informacion sobre restric- t cion /arriostre /refuerzo para Armazones Hastiales vea el resumen BCSI -B3 * ** El Repeat diagonal braces for each set of 4 trusses. Repita los arri- sotres diagonales para cada grupo de 4 trusses. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO LJ Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored horizontally for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on- center (o.c.). Los trusses pueden ser descargados directamente en el suelo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. Si los trusses estaran guardados horizontalmente para mas de una semana, ponga bloqueando de altura suficiente detras de la pile de los trusses a 8 hasta 10 pies en centro (o.c.). Q For trusses stored for more than one week, cover bundles to protect from the environment. Para trusses guardados por mas de una semana, cubra l05 paquetes para protegerlos del ambiente. Refer to BCSI * ** for more detailed information pertaining to handling and jobsite storage of trusses. Vea el folleto BCSI * ** para informacion mas detal- lada sobre el manejo y almacenado de los trusses en area de trabajo. /• NOT store unbraced bundles upright. o' almacene verticalmente los trusses sueltos. ® Trusses 20' (6.1 m) or less, support near peak. Soporte cerca al pico los trusses de 20 pies o menos. .4- Trusses up to 20' --> (6.1 m) Trusses hasta 20 pies Trusses 30' (9.1 m) or less, support at quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. Note: Ground bracing not shown for clarity. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS -. Trusses up to 30' (9.1 m) Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL store on uneven ground. almacene en tierra desigual. f1GC !; Refer to BCSI -B2 * ** for more information. Vea el resumen BCSI -B2*** para mas infor- macion. Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de restriction lateral temporal de la cuerda superior (vea la table en la proxima columna). i %`" ' walk on unbraced trusses. C + +` camine en trusses sueltos. t Top Chord temporary Lateral Restraint (TCTLR) y b 2x4 min. ATERAL RESTRAINT A. DIAGONAL BRACING ARE VERY IMPORTANT L4 RL° %TRICCION 'LATERAL Y EL ik'RI('5TRE )IAGC )NAL ON NUY tOW(RTANTES1 Diagonal bracing CONSTRUCTION LOADING CARGA DE CONSTRUCCION c3l, Do NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO proceda con la construction hasta que todas las restric- ciones laterales y los arriostres esten colocados en forma apropiada y segura. Q� DO NOT exceed maximum stack heights. Refer to BCSI -B4 * ** for more information. NO exceda las alturas maximas de monton. Vea el resumen BCSI-B4555 para mas informacion. PERM BE IM ill IEEE 32 mm 1 -1/2" 38 mm 4151111111 1 -1/4' �I \�I III 20.8' 22.9' 25.0' 233.3' 2 10.1 m kg- MK Material Gypsum Board Plywood or OSB Asphalt Shingles Concrete Block Clay Tile Height 12 ".(305 mm) 16" (406 mm) 2 bundles 8 "(203 mm) 3-4 tiles high overload small groups or single trusses. NO sobrecargue pequefios grupos o trusses individuales. NEVER stack materials near a peak or at mid -span. NUNCA amontone los materia/es cerca de un pico. ® Place loads over as many trusses as possible. Coloque las cargas sabre tantos trusses como sea posible, ® Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES Bottom chords 10' (3 m) - 15' (4.6 m) max. Same spaciri as bottom chord lateral restraint 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Brace first truss 4uiiuii securely before erection of additional trusses. Bottom chords Diagonal braces every 10 truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. Truss bracing not shown for clarity. ffl�C Refer to BCSI- B5. * ** Vea el resumen BCSI- B5.* ** N0/ cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO corte, altere o perfore ningun miembro estructural de un truss, a menos que este especificamente permitido en el dibujo del diseno del truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido alterados sin la autorizacion previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabri- cante de Trusses. "Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non- printing PDF of this document, visit www.sbcindustrv.com /bt. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined in this document are intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified building designer or contractor. It is not intended that these recommendations be interpreted as superior to the building designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining /bracing and providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. 10'(3 m) - 15'(4.6m) max. Diagonal braces every 10 truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. ASSOCIATION WOOD RUSS COUNCIL 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 703/683 -1010 • www.tpinst.org B1WARN11x17 100610 ,`:�„' .' ,^ ,j l TA I C, , IrI!` AR RI . `T U SES ®ies . ueden re ® uerir arriostre e : en co e o r• favor ste co user /te un Pr�ofe iornal: i trado r e aro �r►as� e6 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 - 172234 Permit Number: WS -4 -12 -630 Scheduled Inspection Date: April 26, 2012 Inspector: Bruhn, Norman Owner: OLASO, M CLAUDIA Job Address: 55 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: WILLARD SHUTTERS Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060131290 Phone: 305 -633 -0162 Building Department Comments 2 BAHAMA PANELS Passed,, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C � April 25, 2012 For Inspections please call: (305)762 -4949 Page 14 of 27 B DING tit I la- Permit No. V\\ 2:— (.0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 la APR 1 1 2612 LJ BY• PERMIT APPLICATION FBC 20 I Permit TypiILDIN)G ROOFING Master Permit No. OWNER: Name (Fee Simple Titleholder): Address: 5-S q 9 aS°/- City: 4s4, ShY21 Phone#: 7/(/.9 /0,5 / State: • zip: .3313 if Tenant/Lessee Name: , Phone #: Email: JOB ADDRESS: AtE / ,S-` City: Miami Shores County: Folio/Parcel #: b " 32-0 O/3 0 / 2-ci NO Is the Building Historically Designated: Yes Miami Dade Zip: Flood Zone: CONTRACTOR: Company Name: W I11Q,�c C �� G Ct) Phone #: Address: 44 /VIAJ Q I- City: 44,46;14) State: 11 clock Qualifier Name: Zip: �g Phone#:��.✓ State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: 44.) e, e..,..), /4,44)," a ® cei,ft. DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ g7 a Y� / Square/Linear Footage of Work: a '` Type of Work: DAddition Iteration ONew ORepair/Replace ODemolition Description of Work: 2- 1, : ` `; egew ?,-,J Q_ ***** ******* *+ x********** ***************F * ** * ** ************* ************* **+x****x *** Submittal Fee $ Permit Fee $ //Q a CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE $ Signa Contractor The foregoing instrument was acknowledged before me this / day of J , 20 !Z e t, by 4 //4,4.0.1. t Gfaa� s personally known tom r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis 1 4 Bonding Company's Name (if applicable) Bonding Company's Address t� City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address /61 A 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 co#ntencement 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 ° ��f-✓'-� �, Owner or Agent The foregoing instrument was acknowledged before me this day of —, 20 -by /, 4, ®lam S 4. who is personally known to me or who has produced bC. DItZ O, 54.3 65 4& is identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission MICHAELS. WOODS : MY COMMISSION # BD 932653 EXPIRES: November 13, 2013 Bonded lhru Notely Public Underwriters * * * * * * * * * * * * * * * * * * * * * * * ** **********************************************:**** * **** * *** ** * * ** ** ***** **** ** *** APPROVED BY G /( //.2...., Plans Examiner Zoning Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk 7,'MIAMI -DADE COUNTY, TAX COLLECTOR 14Q W. FLAOLERST.' 1st FL OR 1A I4F1w 33130 287693 -7 2011 ' LOCAL BUSINESS TAX RECEIPT". 2012 MIAMI-DADE'.000NTY - STATE OF FLORIDA , EXPIRES SEPT. 30. 2012 MUST BE4DISPLAYED AT PLACE OF BUSINESS UA O COUN OD r APT RT THIS IS NOT A BILL - DO NOT PAY RENEWAL Bu NA1(IE /SI�iS�.f E1 CO INC wrist 4420 NW 35 CT 33142 UNIN,DADE COUNTY OWE LLARD SHUTTER. CO INC secircc uts iTY BUILDING CONTRACTOR I IS ONLY A LOCAL INESS TAX RECEIPT. IT S NOT PERMIT THE DER TO VIOLATE ANY ;TING REGULATORY OR ING LAWS OF THE •NTY OR CITIES. NOR 5 IT EXEMPT THE DER FROM ANY OTHER MIT OR LICENSE UIRED BY LAW. THIS 15 A CERTIFICATION OF HOLDER'S OUALIFICA- 15. MENT RECEIVED ■I -DADE COUNTY TAX LECTOR, 09 /20/2011 60000000547. 000075.00 SEE OTHER SIDE rMIAMI $ , E CQUJiT,Y -t )(co LEC roR 40 W1FLLAGLER ST. st FLQQR 139057 -4 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 CC _RECEIPT NO. 3455' 300988 -3 WORKER /S 10. DO NOT FORWARD WILLARD SHUTTER CO INC WILLIAM E CLARK PRESIDENT 4420 NW 35 CT MIAMI FL 33142 ItMi1riltr1111rlrrir1h1 1lrt1r)1Iiltr rdltrijtlrtlilrr7ii� 1 2O1 LOCAL: BUSINESS "TAX RECEIPT MIAMI DADEICOUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS „1 ,r PURSUANT TO COUNTY CO APTER � 9 .,4'4, THIS IS.NOT A BILL- DO NOT PAY RENEWAL BUVIELSE AMU ME L5 DON co .. INC 4420 NW 35. CT 33142 UNIN DADE000NTY mtrALARD SHUTTER CO INC Sec2Tyge Vi tYCLING /PROCESSING 5 IS ONLY A LOCAL SINESS TAX RECEIPT. IT ES NOT PERMIT THE LDER TO VIOLATE ANY STING REGULATORY OR TING LAWS OF THE UNTY OR CITIES. NOR ES IT EXEMPT THE LDER FROM ANY OTHER RM'T OR LICENSE MIRED BY LAW. THIS 15 T A CERTIFICATION OF E HOLDER'S OUALIFICA- NS. .. TM! :NT RECEIVED 1/41-DADE COUNTY TAX LLECTOR: FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT NO. 139057-4 EMPLOYEE /S 30 DO NOT FORWARD WILLARD SHUTTER CO INC WILLIAM CLARK PRES 4420 NW 35 CT MIAMI FL 33142 N N 0 Z (I~)) CC cc O0 W C7 WVO CI 9oLLoLL u. a Q O N a 21-,--N-2 r �s 0 0 Q Z 200w co 0 0 a LL 1- (J) Wza 0 12 m < Q LA) a 111 Z • O • O I° ° J Q F- z c0 Z to () 1- 30- 3009883 RECEIPT NO. BUSINESS NAME / LOCATION 0 Z I -I 0 I- < = tit J = F) J N 3 3 AZ.. tK J N W J �tZ 1-+x73 3 0 SHUTTER CO INC SPECIALTY BUILDING CONTRACTOR 1- Z w Z 0 W o ce N vn. • 4I-NI' I -J0' -I = V M = L( 1) fn W M -J LL'QZW J J O J J N < N N V H 33�Z rairt '° ;' `'' be CERTIFICATE OF LIABILITY INSURANCE 4/5/2012D n THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Keyes Coverage Insurance 5900 Hiatus Road Tamarac FL 33321 CONTACT NAME: Kathleen Collins PHONE FAX (A/C.No.Ext:954- 724 -7000 (A/C,No):954 -724 -7024 ADDRESS: kcollins @keyescoverage.com PRODUCER CUSTOMER ID #: 4907 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Willard Shutter Co Inc 4420 NW 35th Court Miami FL 33142 INSURER A: AMERICAN SAFETY IND CO 25433 INSURERB:Hartford Fire Insurance Co 19682 INSURERC:Great American E &S Ins Co 37532 INSURERD:Associated Industries Ins. Co. 23140 INSURER E : AMAGE TO PREM PREMISES (Ea RENTED INSURER F : COVERAGES CERTIFICATE NUMBER: 499334016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF (MDD/YYYY) POLICY EXP (MMIDDIYYYY1 LIMfr3 A GENERALLIABILTY X COMMERCIAL GENERAL LIABILITY X OCCUR Y Y ESL023061 -11 -03 6/15/2011 6/15/2012 EACH OCCURRENCE $1,000,000 AMAGE TO PREM PREMISES (Ea RENTED $50, 000 CLAIMS -MADE MED EXP (Any one person) $Excluded PERSONAL &ADV INJURY $1, 000, 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE UMIT APPLIES PER: LOC PRODUCTS - COMP/OP AGG $2,000,000 POLICY jRCT $ B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS Y Y 21UUNKZ8373 6/15/2011 6/15/2012 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY (Per accident) DAMAGE $ X X $ $ C X UMBRELLALIAB EXCESS LIAB X OCCUR CLAIMS -MADE XS5574277 -07 6/15/2011 6/15/2012 EACH OCCURRENCE $2,000,000 AGGREGATE $2,000,000 DEDUCTIBLE RETENTION $ $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y/N N/A AWC1012910 4/1/2012 4/1/2013 X WCSTATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $500,000 E.L. DISEASE - EA EMPLOYEE $500,000 below E.L. DISEASE - POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, U more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD E /1R G C O7 Inc, Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 Email: Engco©AOL.com REF. #: 12 -63 Date: 4/9/2012 ManufacturerWillard Shutter Company, Inc. 4420 NW 35th Court - Miami, FL - 33142 Job: Olaso Residence 55 NE 99 Street - Miami Shores, FL - Design by: PEDRO DE FIGUEIREDO, PE 52609 Sheet A - 4 Wind Load Calculation for Components and Cladding under ASCE/SEI 7 -10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) Cladding Elevation Minimum Width: (B) Feet Feet Feet Low Rise: Buildings with MRH < = 60' and MHR <= B Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed Risk Category: I I mph Use Figure 26.5 -1A or FBC 2010 Exposure (Section 26.7) C a Zg 9.5 900 Exposure C: Open terrain with scattered obstructions height Tess than 30ft. Open country , grasslands Building Type (Fully and Partially Enclosed - Enclosed Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.85 Kh - Table 30.3.1 0.85 Kzt - Section 26.8 1.00 To be used when hill height H >= 15 Velocity Pressure (qz) Velocity Pressure (qh) 56.57 Psf 56.57 Psf qz= 0.00256 .1<z .Kzt . Kd V "2 qh= 0.00256 . Kh .Kzt . Kd . VA2 Section 30.3.2 Section 6.5.10 Tributary Area GCpi (Int. Pressure ) 0.18 -0.18 Table 26.11 -1 GCp ( Ext. Pressure ) zone 4 ( +) 1.00 zone 4 ( -) -1.10 Figure 30.4 -1 (walls) zone 5 ( +) 1.00 zone 5 ( -) -1.40 positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 -53.6 Zone 5 for units located less than 57" from building comers End zone (a) 57 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA \ \. End zone (a) 57 INCHES Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA \ \. Customer Address City State Claudia Olaso 55 NE 99th St Miami Shores, FL 33138 Willard Shutter Company Inc. 4420 NW 35th Ct. Miami, FL 33142 146 MPH Velocity Date Order # Color 4/11/2012 Criteria Data SHUTTER SCHEDULE Anchor Anchor Side Mean Roof Height 0 -15 # Width Height Zone Product PSF Neg PSF POS Top Bottom NOA # Exposure C 1 18 35.5 4 Bahama Louver 50.4 46.5 9 9 09- 0528.02 9 Roof Slope > 10 Deg 2 18 35.5 4 Bahama Louver 50.4 46.5 9 9 09- 0528.02 9 Elevation 7 3 End Zone 4.75 4 Wind Chart See Drawing 5 Design Load 6 ''fr Positive 40.1 7 Negative Int Zone 43.4 8 Negative End Zone 53.6 9 10 11 12 13 14 15 16 17 18 19 20 t1,') �,■ e r_fi 4., 3 0 Lit W_ 44.) -- BIRLOING' 3°�� ' CbMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • NOTICE .OF ACCEPTANCE (NOA). Willajrd Shutter Company, Inc. • 4420 NW 35th 'Court. • Miami, FL 33142 • *rum- DADE.cou rtY,.FIARI1iA METRO -DADE FLAGLFdt BUILDING 140 WEST FLAGLER STREET, SUITE 1603, MIAMI, FLORIDA 33136 -1563 (305) 375 -2901. FAX (305) 375 -2908 www.miamidade.eov • • SCOPE: This'NOA is being issued under the applicable rules and regulations governing the use of construction • materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County,and other areas where . allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control • .(la- MiamiDade - County)- and/or.tlie.. AHJ�in aresaother,than. Miami.. Dade.. -.0 ty� rosOtX tt ... ..te, . _.._ have this product or material .tested for quality assurance purposes. If this product or material fails to perform the accepted manner; the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or materials within .their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is.approved as described herein, and has been designed tb comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: The Islander Bahama Louver. APPROVAL DOCUMENT: Drawing No. 09- 044, titled "The Islander Bahama Louver" sheets 1 through 5 of 5, prepared by EngCo, Inc.,,dated May 01, 2009, signed and sealed by Pedro De Figueiredo, P.E., on September • 17; 2009 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None • • LABELING: Each unit shall bear a permanent-label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 m advertising' literature. If any portion attic NOA is displayed, then it shall be done in itsentirety. 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 # 07- 1219.08 and consists of this page 1, evidence submitted pages E -1, E-2, and E -3 as well as approval document mentioned above. . The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. T(4 _ NOA No. 09- 0528.02 Expiration Date: 03/27/2013. Approval Dater 10 /14/2009 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 06.21.08 DRAWINGS. . 1. Drawing No.02-045R2, titled "The Islander Bahama Louver" dated 12/30/02 with last revision on 01/29/03, prepared by EngCo, Inc, signed and sealed by P. De Figueiredo PE. B. TESTS 1. Test report on Air Pressure Test per PA 202 of "Willard: Louvered Bahama Architectural Fixture: FBC ", prepared by Construction Testing Corporation, report No. 02 -049, dated 12/21/02, signed and sealed by Y. G. Kuri PE. 2. Test report on Air Pressure Test per PA 202 of "Bahama Shades ", prepared by Construction Testing Corporation, report No. 02 -004, dated 03/12/02, signed and sealed by C G. Tyson, PE. CALCULATION . L Product Evaluation and Anchor Verification of Sunshades (Louvers) prepared by EngCo, Inc. on 05/24/02, signed and sealed by P. De Figueiredo, PE. D. STATEMENTS. • 1. Letter of Code Compliance and No- Financial Interest issued by EngCo, Inc., on 01/06/03, signed and sealed by P. De Figueiredo, PE. Interest issued William Shutter is 2. Letter o Code Compliance and No-Financial by .f P Com P any Inc., on 01/07/03, signed and sealed by W. E. Clark E. MATERIAL CERTIFICATION N/A 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0822.07 A. DRAWINGS - 1. Drawings prepared by EngCo, Inc. titled "The Islander Bahama Louver ", Drawing No. O5 -267, sheets 1 to 4 of 4, dated 08/17/05 with no revisions signed and sealed by P. De Figueiredo, P.E. B. TESTS 1. Test report on Air Pressure Test per PA 202 of "Willard :: Louvered Bahama Architectural Fixture: FBC" prepared by Construction Testing Corporation, report No. 02 -049, dated 12/21/02, signed and sealed by Y. G. Kuri PE. 2. Test report on Air Pressure Test per iPA 202 of "Bahama Shades", prepared by Construction Testing Corporation, report No. 02 -004, dated 03/12/02, signed and sealed by C. G. Tyson, PE. E -1 y A. Maker, P.E., M.S. Senior Product Control Examiner NOANo. 09-0528.02. Expiration Date: 03/27/2013 Approval Date: 10/14/2009 • Willard Shutter Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATION 1. Product Evaluation and Anchor Verification of Sunsiuzdes (Louvers) prepared by EngCo, Inc. on 05/24/02, signed and sealed by P. De Figueiredo, PE. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. STATEMENTS. 1. Letter of Code Compliance and No- Financial Interest issued by Engco, Inc., on 01/06/03, signed and sealed by P. De Figueiredo, P.E. 2. Letter of Code Compliance and No- Financial Interest issued by William Shutter Company Inc., on 01/07/03, signed and sealed by W. E. Clark 3. Letter orCodeCiimpliance tssuedbyEtrgCo, In, on` 06/17/05, signed and -sealed. :, by P. De Figueiredo, P.E. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 1219.08 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE • 1. By Miami-Dade County Building Code Compliance Of ice. E. MATERIAL CERTIFICATIONS 1. None. E =2 A. Maker, P.E., M.S. Senio oduet Control Examiner NOA No. 09- 0528.02 Expiration Date: 03/27/2013 Approval Date: 10/14/2009 Willard Shiftier Company. Inc. NOTICE OF ACCEPTANCE EVIDENCE SUBMITTED 4. - NEWEVIDENCE SUBMITTED • A. DRAWINGS 1. Drawing No. 09 -044, titled "The Islander Bahama Louver" sheets I through 5 of 5, prepared by EngCo, Inc., dated May 01, 2009, signed and sealed by Pedro De Figueiredo, PE., on September 17, 2009. B. TESTS 1. None. C. CALCULATIONS 1. • Product Evaluation and Anchor Verification of Sunshades (Louvers) prepared by EngCo,. Inc.. on 05/05/09, to comply with the FBC 2007, signed and scaled by P. De Figueiredo, PE. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS. 1. Letter of Code Compliance with the FBC 2007 and No-Financial Interest issued by Engco, Inc., on 05/05/09, signed and sealed by P. De Figueiredo, P.E. E -3 A. Maker; P.E., M.S. Senior Product Control Examiner NOA No. 09-052$.02 Expiration Date: 03/27/2013 Approval Date: 10/14/2009 0 Elevation 17-7/8" 34 -3/4" 2 -1/2 ED 34 -3/4" 2 -1/2 ED 0 CONCRETE 2x2x)g" Alum. Angle x 1 -4" Tapcon 9" O.C. 1/4 -20X2" RHMS SPACED AT 9" O.0 Islander Bahama Louver 1/4-20X2" RHMS SPACED AT 9" O.0 a" x 1— " Tapcon 9" O.C. 2x24" Alum. Angle Section A -A CONCRETE STANDARD SLAT Pl'rC, SLATS SHOWN AkE POINTING DOWN WHEN VIEWED FROM OUTSIDE. Louver 1 —3/4" 25/1000 5/1 6" 0 0 0 O U. 0 0 a Islander Decorative Louver Box Beam 1 5/8" Box Beam & Tube Insert Section B -B In 0-0 Frzi 0 Engineering: ,Eagan line. CA 8116 5595 Orange Dr. 201 Davie, FI. 33314 Tel.: (954) 585-0304 Fax: (954) 585 -c1305 ENGCO@AOL. OM APR 0 2012 Engineer Seal Pedro De Figueiredo PE 52609 0 N O) 0 5i 0 a Not To Scale ai 0 U Cordovan Brown 0 0 0 Jamaludin Jr. 0 drawing number: 12 -063 page 1 of 1 GENERAL NOTES: - (FLORIDA BUILDING CODE 2007) 1- DEFINITION: THIS PRODUCT IS A BAHAMAS LOUVER, TESTED UNDER TAS 202 & DESIGNED TO BE USED AS DECORATIVE CLADDING AND PROTECTIVE SUN SCREEN. THIS PRODUCT USE IS LIMITED TO THE ALLOWABLE DESIGNED PRESSURE STATED IN THIS APPROVAL AND MUST NOT BE USED AS AN APPROVED HURRICANE PROTECTION DEVICE. 2- CODE: THIS PRODUCT IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2007 EDITION. 3- POSTING A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING+ BAHAMA LOUVER - WILLARD SHUTTERS MIAMI - FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED' 4- A LICENSED ENGINEER OR ARCHITECT SHALL PROVIDE A SITE SPECIFIC WIND LOAD FOR A PROJECT AS PER ASCE 7 -05 OR LATEST. THE CONTRACTOR, ENGINEER OR ARCHITECT SHALL VERIFY THE ADEQUACY OF THIS PRODUCT WITH THE PROJECT WIND LOADS. 5- MATERIAL: ALL ALUMINUM EXTRUSIONS SHALL BE '6063 -T5 OR AS INDICATED IN THIS SET OF DRAWINGS 6- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED BY THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING. 7- THE CONTRACTOR MUST VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE IN SUSTAINING THE PRODUCT IMPOSED LOADS. 8- MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FBC SECTION 2003. 8. 4. TABLE OF CONTENTS: SHEET DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS AND SECTIONS, ALLOWABLE PRESSURES 2 LOUVERS WITHOUT BRACKETS SECTI ❑NS 1, 2, 3 AND 4 3 LOUVERS WITH BRACKETS SECTIONS 5, 6, 7 AND 8 4 LOUVER COMPONENTS S LOUVER ASSEMBLY a _ OUVER FRONT ELEVATION 70° MAXIMUM ALLOWABLE PRESSURES: 2,4,6,8 LOUVER HEIGHT - FINISHED 3 MODULES 1, 3, 5, 7< WIDTH 20' NEGC -) POS( +) NEGC -) 96 11/16' +40. 0 -35. 0 +40. 0 -40. 0 72 1/2' +52. 0 -52. 0 +55. 5 -55. 5 48 3/8' +76.3 -76.3 +83.2 -90. 1 NOTES: 1- USE OF LINEAR INTERPOLATION BETWEEN ABOVE VALUES IS ACCEPTABLE. 2- LOUVERS ARE TO BE INSTALLED IN LOCATION WHERE ROOM BEHIND THE LOUVER IS DESIGNED TO DRAIN WATER PENETRATING INTO. THE ROOM AND THE ROOM WILL HOUSE WATER RESISTANT/ WATER PROOF EQUIPMENT COMPONENTS OR SUPPLIES. ./u 1 1/ 1 0 1 IMA 1 I'IU19 FINISHED HEIGHT -- 20'- -I -- 20'-'1 f ALLOWABLE PRESSURES: 2,4,6,8 LOUVER HEIGHT W /BRACKET W /OUT BRACKET P ❑SC +) NEGC -) POS( +) NEGC -) 96 11/16' +40. 0 -35. 0 +40. 0 -40. 0 72 1/2' +52. 0 -52. 0 +55. 5 -55. 5 48 3/8' +76.3 -76.3 +83.2 -90. 1 NOTES: 1- USE OF LINEAR INTERPOLATION BETWEEN ABOVE VALUES IS ACCEPTABLE. 2- LOUVERS ARE TO BE INSTALLED IN LOCATION WHERE ROOM BEHIND THE LOUVER IS DESIGNED TO DRAIN WATER PENETRATING INTO. THE ROOM AND THE ROOM WILL HOUSE WATER RESISTANT/ WATER PROOF EQUIPMENT COMPONENTS OR SUPPLIES. .. OUVER SECTION WITHOUT BRACKETS HEADER MOUNT DETAIL 1 SILL MOUNT DETAIL 2 HEADER MOUNT DETAIL 3 LOUVER SECTION WITH BRACKETS HEADER MOUNT DETAIL 5 • 0" SILL MOUNT DETAIL 4 HEADER MOUNT DETAIL 7 0' s vd C' SILL MOUNT DETAIL 6 SILL MOUNT DETAIL 8 BRACKET LENGTH CONTROLLED BY ANGLE SHOWN ABOVE BRACKET LENGTH CONTROLLED BY ANGLE SHOWN ABOVE MANUFACTURER: WI LLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633 -0162 Fax.: (305) 638 -8634 PRODUCT: THE ISLANDER BAHAMA LOUVER Engineering: BEng o .Jn.�. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOL.COM Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED mklomplOng wI h da the d Accgitance No D ' - a5 . , o tion r :r co iii %'Lon /• 1 L. � i Division redact Control Date: 05/01/09 Scale: NA Design by: PPMF Drawing Number 09 -044 SHEET 1 of 5 DETAIL 1 LOUVERS WITHOUT BRACKETS SECTION DETAILS 1, 2, 3 AND 4 ANCHORS A OR C SPACED AT 12" OC ANCHORS B SPACED AT 5" OC --- EMBED, --- w U A I- LA 1 F & E 3/16" ALUM. POP RNET SPACED AT 6" OC EMBED DETAIL 2 ANCHOR SCHEDULE DETAIL 3 ANCHORS A OR C SPACED AT 12.00 ANCHORS B SPACED AT 6'OC #14 TEK SCREWS SPACED AT 12' OC TYPE DESCRIPTION A 1/4' TAPCON/ ULTRACON, 1 3/4° EMBEDMENT INTO 3320 PSI CONCRETE B 1/4° TAPCON/ ULTRACON, 1 1/4° EMBEDMENT INTO HOLLOW BLOCK C 1/4' TAPCON/ ULTRACON, 1 1/2' EMBEDMENT INTO WOOD <SG> =0.55) D 1/4 -20 CALK —IN/ SOLID SETS, 7/8' EMBEDMENT INTO 3000 PSI CONCRETE E 1/4 -20 CALK —IN/ SOLID SETS, 7/8' EMBEDMENT INTO HOLLOW BLOCK <2) 'I CLIP' AT EA. VERT /HOR. SILL CONNECTION EDGE DISTANCE TYPE E. D. A & B 2 -1/2' C 3/4' D &E 3' TYPE A, C OR D 1 ANCHOR PER CLIP ALL CONDITIONS TYPE B OR E LIMITED BY THE FOLLOWING PRESSURES' 22. 3 PSF FOR 96. 7' LOUVER 29. 8 PSF FOR 72, 5' LOUVER 44. 7 PSF FOR 48. 375' LOUVER <1) CLIP TYPE ' I' AT EACH VERT/HOR. SILL CONNECTION DETAIL 4 3/16' ALUM. POP RIVET SPACED AT 6' OC (2) 'I CLIP' AT EA. VERT /HOR. SILL CONNECTION - vullWlUtUtl umm i EMBED. -- {+- EMBED. Ammmwm mmm ■ m i (1) CLIP TYPE 'O' AT EA. VERT /HOR. SILL CONNECTION TYPE A, B, C, D OR E ANCHOR 2 PER CLIP ALL CONDITIONS MANUFACTURER: WI LLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633 -0162 Fax.: (305) 638 -8634 PRODUCT: THE ISLANDER BAHAMA LOUVER Engineering: EztgQI.r lint. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM Engineer Seal Pedro De Rgusiredo PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Ftodda Balding Code Acceptance Nom den Date d Date: 05/01/09 Scale: NA Design by: PPMF Drawing Number 09 -044 SHEET 2of5 z DETAIL 5 A M w 1/4 -20 RHMS W/ NUTS AT 12' OC EDGE DISTANCE ANCHORS A, 'C or D SPACED AT ;8' OC F DETAIL 6 LIMITED BY THE FOLLOWING PRESSURES X ANCHOR TYPE ANCHOR TYPE FINISHED HEIGHT 96.7 72.5 48.4 A 32.3 41 1 64.6 B. -- 23.6 35.4 Ca 40.0 52.0 76.3 D 31.8 42.3 63.5 E -- 22.9 34.3 1/4 -20 BOLT W/ NUT J (ONE PER CLIP) TYPE A, B, D OR E ANCHOR LOWERS WITH BRACKETS SECTION DETAILS 5, 6, 7 AND 8 TYPICAL HORIZONTAL SECTION A IZ EDGE DISTANCE (TWO PER CLIP) ANCHOR TYPE C a w m w EDGE DISTANCE H OR P ANCHOR SCHEDULE DETAIL 7 ANCHORS A OR C SPACED AT 12'.00 ANCHORS B SPACED AT 6'OC 4ttttttttttttttttlttttttt =1 #14 TEK SCREWS SPACED AT 12' OC EMBED.- - w w to 4T }- w v, F B TYPE DESCRIPTION. A 1/4' TAPCON/ ULTRACON,.1 3/4' EMBEDMENT INTO 3320 PSI CONCRETE B 1/4' TAPCON/ ULTRACON, 1 1/4' EMBEDMENT INTO HOLLOW BLOCK C 1/4' TAPCON/ ULTRACON, 1 1/2' EMBEDMENT INTO WIOD (SG> =0.55) D 1/4 -20 CALK -IN/ SOLID SETS, 7/8' EMBEDMENT INTO 3000 PSI CONCRETE E 1/4 -20 CALK -IN/ SOLID SETS, 7/8' EMBEDMENT INTO HOLLOW BLOCK �-- EMBED. EDGE. DISTANCE TYPE E. D. A & B 2 -1/2° C 3/4' D & E 3' DETAIL 8 TYPICAL BRACKET SECTION TYPE A, C OR D 1 ANCHOR PER CLIP ALL CONDITIONS TYPE B OR E LIMITED BY THE FOLLOWING PRESSURES! 22.3 PSF FOR 96. 7' LOUVER 29.8 PSF FOR 72. 5' LOUVER 44. 7 PSF FOR 48. 375' LOUVER J K APPLICABLE ONLY 4t,,"\i\U11t11\\ \ \\H\U ni 1 l 0 1/4 -20 BOLT W/ NUT TOGETHER WITH H H OR P G APPLICABLE ONLY TOGETHER WITH H (1) BRACKET AT EVERY VERT. /HORIZ. SILL CONNECTION (2) #10 SMS 1/4 -20 BOLT W/ NUT MANUFACTURER: WILLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel.: (305) 633 -0162 Fax.: (305) 638 -8634 PRODUCT: THE ISLANDER BAHAMA LOUVER Engineering: Extq(u 3 qtr. CA 8116 6971 W. Sunrises Blvd. 104 Plantation, FL 33313 ENGCO@AOL. OM SEP 1 I' 206i Engineer Seal Pedro De Figueiredo PE 52609 DRAFTING! PI( DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED OuldWe Cale Acceptaecerie0 —oSZ: Expir don Dste o 3.•_5r/y X OI C Date: 05/01/09 Scale: NA Design by: PPMF Drawing Number 09 -044 SHEET 3of5 2. 44 2. 04 t Ln A- STIFFENER / HANGER 6063 -T6 [--1.50--1 1 r14 B- STIFFENER 6063 -T6 C- SLAT 3004 -H36 a 53 0. 03 1 -II".20 D- ALUMINUM CLAD 3004 -H36 0 0 a, 25- m d- 0 F- MALE HINGE 6063-T5 G- 3/4' SERRATED TUBE 6063 -T6 H- 7/8' SERRATED TUBE 6063 -T6 I- CLIP 3004 -H36 -*NOTE. USED TWO CLIPS NESTED — AT EA CONNECTION N 0o, �- o�} 38--.2)\ 8 `Z2 o• E- FEMALE HINGE 6063 -T5 0. 57 K- LOCK RING W/ 1/4 -20 THUMB BOLT CAST ALUMINUM LOUVER COMPONENTS 1 `r' Iv o } L- 1/8 -2x2 ALUMINUM ANGLE 6063 -T6 H 2.00 ---►� M- 1/8 -2x2 ALUMINUM TUBE 6063 -T6 0. 13 1 71 1. 00 �-- a 0.13 P- 1/8 -1x1 ALUMINUM TUBE 6063 -T6 ALTERNATE BRACKET 0. o��o.s2� 0 N- BEAM CAMEL CLIP 3004 -H36 J- WALL CAMEL CLIP 3004 -H36 cu - 1 1-0-1. 20H --HO. 73 iXi SS CLINCH STUD W/ WING WASHERED NUTS T 12' OC 0- BUILT -OUT CLIP 6063 -T6 MANUFACTURER: WI LLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel: (305) 633 -0162 Fax.: (305) 638 -8634 PRODUCT: THE ISLANDER BAHAMA LOUVER Engineering: EngQIn 3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AO COM SEP'1 7 206.! Engineer Seal Pedro De FFgueiredo PE 52609 DRAFTINGI PK DIIDFTING & MORE MIAMI -DADE BCCO: REVISED 8a PRODUCT compiyieg with the F701ida Bolding Code AcceptanceNo0' 052 • 02. Ex . don Date O ik3,/ Zo /3 M iand Da Division Date: 05 /01/09 Scale: NA Design by: PPMF Drawing Number 09 -044 SHEET 4of5 LOUVER ASSEMBLY 3/16" ALUMINUM POP RIVETS SPACED AT 6" OC AT TOP AND BACK OF HINGE "F" 1/8" POP RIVETS (8) PER EA CONNECTION SLATS SHAPE "C" SHAPE "D" IS PUNCHED TO FIT SLATS .025x2.5x5" REINFORCEMENT PLATE AT ALL TOP 8c BOTTOM CONNECTION FRONT AND BACK VERTICAL STIFFENER "A" BUTT TO SILL AND HEADER SHAPES 1/8" ALUMINUM POP RIVETS (8) PER PLATE .025x2.5x5" REINFORCEMENT PLATE AT ALL TOP & BOTTOM CONNECTION FRONT AND BACK SHAPE "A" USED AS SILL SHAPE "D" TYPICAL CLADDING FOR SHAPES "A" AND "B" MANUFACTURER: WI LLARD SHUTTER COMPANY, INC. 4420 NW 35TH COURT MIAMI, FL 33142 Tel: (305) 633 -0162 Fax.: (305) 638- 8634 PRODUCT: THE ISLANDER BAHAMA LOUVER Engineering: lExtgeaxlttr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM >EP 1 2!, i Engineer Seal Pedro De Figueiredo PE 62609 DRAFTING1 PK DRAFTING & MORE MIAMI -DADE BCCO: PRODUCT REVISED as complying with the Honda Bidding Code Acceptance No O ` • S :. o Z Espir don Date 0 AMPS& BY 1_ e Miami r: .0,.471.,ut Division a' /3 Date: 05/01/09 Scale: NA Design by: PPMF Drawing Number 09 -044 SHEET 5 0f5 TECMEWMi APR 1 1 2012 AY BY: [JO' `2_,--(00 Miami Shores Village APPROVED ZONING DEPT BY DATE SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS mario averhoff p.a. reg. no. AR94947 DATE: January 11, 2011 PROJECT: "CLAUDIA OLASO RESIDENCE" Joist Reactions for New Roof ADDRESS: 55 NE 99th ST MIAMI SHORES, FLORIDA 33138 CLIENT: Mrs. CLAUDIA OLASO DESIGN BY:.MA MARIO AVERHOFF P REG. No. AR94947 PAGE 1/6 1865 79 st cswy #2f - north Tray village, fl 33141 p. (786) 558 -2805 • f. (305) 857 -8337 marioaverhoff@gmail.com mario averhoff p.a. reg. no. AR94947 INDEX DESCRIPTION PAGE u/6 PAGE Wind Loads 1 Wood Girder Reactions 5 Wood Joist Reactions 6 1865 79 St cswy #2f - north bay village, fl - 33141 p. (786) 556 -2805 • f. (305) 857 -8337 marioaverhofft amail.com WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: MA Company Name: CLAUDIA OLASO RESIDENCE Descrl , +on: 55 NE 99th ST MIAMI SHORES FL. tructure T asic Wind Speed (V) Struc Catego (t, il, III, or I , , or Struc Nat Frequen (n1) Slope of Roof Buildin 146 II C 1 3.0 14.0 Gabled Ridge [lei! ht (RHt) Mean Roof Height (Ht) ircS IRT r•. r'•]iiTir,1P r 1 8.17 12.00 10.10 50.00 60.00 :12 D It ft ft ft ft 1/6 1/11/2011 ustl For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Zmin 15.00 ft lzm Lzm t2 Cc * (33/z)"0.167 i *(zm/33) "Epsilon (1 t (1+0.63 *((B +Ht)Azm)"0.63))"0.5 0.925* ((1 +1.7 *Izm*3.4 *Q)/(1 +1.7*3.4* Iz m)) 0.2281 427.06 ft 0.9193 0.8826 Since this is not a flexible structure the lessor of Gus t1 or Gust2 are used 0.85 Flo 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpl Max + Max Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Build! , 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 ADDITION Page No.1 of 4 2/6 1/11/2011 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz lbNtA2 Pressure (lblftA2) 2.01 *(15 /zg)A(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-GcpI (Kip) (Kip-ft) 15 0.85 1.00 46.32 23.16 39.84 -26.45 -9.77 49.61 3711 279.0 Note: 1) Positive forces act toward the face and Negative forces act away from the face. B Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Method 2) I Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 60 ft wall) Side Walls R Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Developed by Meca Enterprises, Inc. Copyright 2006 ADDITION -0.46 -0.50 -0.70 -0.54 -0.04 -0.46 -0.54 -0.46 -26.45 -9.7 -28.03 -11.35 -35.90 -19 -29.60 -12.92 -9.76 6.92 -26.45 -9.77 -2126 -21.26 -18.11 -18.11 Page No. 2 of 4 Surface Kh 2.01 *(15 /zg)A(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) .00256*(V)A21 *Kh*KhrKd 1.00 46.32 psf Qh Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*VA2I *Khc c*Kht*Kd 46.32 psf Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 60 ft wall) Side Walls R Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Developed by Meca Enterprises, Inc. Copyright 2006 ADDITION -0.46 -0.50 -0.70 -0.54 -0.04 -0.46 -0.54 -0.46 -26.45 -9.7 -28.03 -11.35 -35.90 -19 -29.60 -12.92 -9.76 6.92 -26.45 -9.77 -2126 -21.26 -18.11 -18.11 Page No. 2 of 4 Surface Cp I Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Area (sq. ft.) Reduction Factor 1.00 Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 60 ft wall) Side Walls R Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Developed by Meca Enterprises, Inc. Copyright 2006 ADDITION -0.46 -0.50 -0.70 -0.54 -0.04 -0.46 -0.54 -0.46 -26.45 -9.7 -28.03 -11.35 -35.90 -19 -29.60 -12.92 -9.76 6.92 -26.45 -9.77 -2126 -21.26 -18.11 -18.11 Page No. 2 of 4 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 31.50 -15.43 125 -43.77 -27.10 -43.77 -27.10 -28.03 -11.35 -20.15 -3.47 Rte` wnd P a Hello 1 Dist from Windward Edge: 0 ft to 202 ft - Max Cp Dist from Windward Edge: 0 ft to 5.05 ft - Min Cp Dist from Windward Edge: 5.05 ft to 10.1 ft - Min Cp Dist from Windward Edge: 10.1 ft to 202 ft - Min Cp Dist from Windward Edge: > 20.2 ft -0.18 -0.90 -0.90 -0.50 -0.30 31.50 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15/zg) "(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V) "2 *ImpFac *Kh *Kht*Kd Angle of Roof = 0.85 1.00 46.32 14.0 Deg Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (isfl Min P (1t) Max P (Psf) 1 0.48 0.18 -0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 48.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 -25.66 -8.99 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 -0.18 46.32 2520 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 * p = qh * (GCpf - GCpi) Developed by Ada Enterprises, Inc. Copyright 2006 ADDITION 3/6 1/11/2011 Page No. 3 of 4 4/6 1/11/2011 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.04 = => Component a, 2 1 2 a as Gabled Roof 7 < Theta <= 45 I 4.04 ft Double Click on any data entry line to receive a help Screen span (ft) wrath (ft Area (ft"2) Zone Max GCp Min GIRDER 8.75 2.5 21.88 2 0.43 -1.53 8.75 2.5 21.88 3 0.43 -2.40 Wind Press (Ib/fM2) Min -79.21 - 119.33 Max 20.35 28.35 TRUSS 2 4.33 8.66 2 0.50 -1.70 31.50 87.00 2 4.33 8.66 3 0.50 -2.60 31.50 - 128.78 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 ADDITION Page No. 4 of 4 5/6 PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: SHEET No. OF ENTRY DATA Ind Pressure 119.33 psf EAD LOAD 15 psf IVE LOAD 30 psf L1 too ft L2 8.75 ft L3 1.00 ft GIST SEPARATION 26 in GRAVITY (1) NA N/A UPLIFT (1) + NA N/A GRAVITY (2) NA N/A UPLIFT (2) + NA N/A STRAP 1: STRAP 2: TOTAL REACTION 9 Span ravity .6D at Uplift REACTION 2 Span ravity �.6D at Uplift 10.75 ft 5.38 ft 524.1 lb 9 psf - 1284.9 lb 5.38 ft 524.1 lb 8psf - 1284.9 lb GRAVITY = D + L v \./ \/ v u 1 L1 6 L2 2X k L3 L TOTAL NET UPLIFT = 0.6D + WIND n n n n n n n n n n n n n n n n n X1 2X L1 4 L2 L L3 L TOTAL 6/6 PROJECT: SUBJECT: ADDRESS: DATE: DESIGN BY: SHEET No. OF ENTRY DATA nd Pressure 129 psf DEAD LOAD 15 psf IVE LOAD 30 psf LI 0.00 ft L2 4.33 ft L3 1.00 ft GIST SEPARATION 24 in GRAVITY (1) NA N/A UPLIFT (1) + NA N/A GRAVITY (2) NA N/A L. UPLIFT (2) + NA N/A STRAP 1: STRAP 2: TOTAL 5.33 ft REACTION 1 an ravity .6 D Net Uplift CTION 2 Span ravity 6D t Uplift 2.17 ft 194.9 lb 9 psf -519.6 lb 3.17 ft 284.9 lb 9psf 759.6 lb GRAVITY = D + L L1 k 1 L2 L3 L TOTAL NET UPLIFT = 0.6D + WIND n n n n n n n n n n n n n n n n n n 1 L1 L2 L3 L TOTAL Deep Seat Truss Anchor.. They are designed to resist lateral and uplift fps. The trap is made of 14 gauge steel and the seats of 20 gauge steel. Product Ae Dimension code Ouches) NVSTAI2 12 NVSTA16 NVSTA2O 16 20 NVBTA22 22 NVSTA24 24 Told No. 'told No. of afflatus hoards in is 200A. seat 104 :1W' 10ds SP S 6 1046 1141 Leads Ohs) LI ° L2 700 1049 e 760 1144 1236 823 1331 687 1426 950 1430 Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT Assembly Product Cade NVHTA12 Dimension () 12 NVHTAIS 16 NVHTA20 20 NVIIrA22 22 NV STA24 24 'old No. affiances in tun Snaps 104* IX' 10 Total No. of Fasteners in 200A. Beat Mx 1W 6 Allowable LegdaOm) 1766 a Li 1050 1.+2 1450 14 1695 1803 1087 1181 1631 1312 1812 16 6 2071 1444 1984 18 1575 2175 N 1. Nails a►eaoaeq+in straps eel watts aoldare, dew 2. See note 6, diem 1 farnombined loading. 3. Walls through chords shall not force the trass platoa 4. Porgenepl notes, seesheet 1. 5. Feeldglicruplift loads,commisshallbe3000 ps1. 6. Bawd main. 2500 psi VIPIN N. MAT, PE (CM,) FL. REO. 12847 15123 LANTERN CREEK LANE HOUSTON, 'TX 77058 )24 Nu° • ue 1n 1053 -1059 gad 29 stied Hitheb, /hag 33013 (TM 04.0397 Fcc p05) 6940398 TRUSS AND TOP PLATE ANC i[1DR NU-1 Slot 2 of 4 Dus: Feb 18, 2, Revisions 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 2842660 FAX: (305) 264 -0229 DRAWN BY: A.A. .Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 95- 0002777 -3 SHEET NO 1 OF 3 SEE LEGAL DESCRIPTION ON PAGE 3 OF 3 •• • • •• • • PROPERTY ADDRESS: 55 NE 99 ST, MIAMI SHORES, FL 33138 FOR: CLAUDIA OLASO LOCATION SKETCH in lei, r„.,. • '50 a3� 3 z t1� 43631.30 4�• :• 19 Scale 1" = NT.S. I U I • • 50 Ir. to 9 d 7 b< ST I Do. •• II . IZ . 13 '. 14 ., ,30 c N. E., J .n II li 15 IM1516Iq i I 5 -1`• h [30 I 15! IE 11 ' Id I% CO soj I I.. .00' ST to SUBJECT PROPERTY 3, W 0 ' c Ixe I� N . II : s9 B IP —•- ,�1 I3 �r3 r6 t I1Gy o .4 1� N. E. I • soils�1 7 6 5.4 3.2 I• 8� rc r I 22 ri _° („e' 50" i°'4; 83 ril11 I IC 14 .3 1 ABBREVIATION AND MEANING A =ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK BOB. ... BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F•N•D• = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.0.0.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE • 997HH»= P 617 6 • • 3 • 21.22 236- 4 S ET .s; '92.• 3 12 I 21 Z;Ir• r ;5C1 ET '1 a t zL r3 s c• 38r 4 3 I I ST 532 RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RIW = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE g = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. ',BOUNDARY SURVEY MEANS A DRAWING AND ! OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEUSUFFIX: 120652 0302 L DATE OF FIRM: 10/02/1997 BASE FLOOD ELEVATION: N /A. CERTIFIED TO: CLAUDIA OLASO ••• ••• ••• • • • •••• •••• • • • • •• • • • • • • •• t? 14 ,3R I IT IA 19 20121 r: 171 LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES C.B.S. = WALL (CBW) C.L.F. = CHAIN LINK FENCE -0-O- I.F. = IRON FENCE -fyt W.F. = WOOD FENCE 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY B.M# N -568 LOCATOR* 3100 SW; ELEVATION 9.65 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL • •••• • • •••• •••• • • 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 264-2660 FAX: (305) 264-0229 DRAWN BY: ALBERTO rant i tt r ur r q f Z LAND SURVEYORS SURVEY No. 95- 0002777 -3 SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE = 1 " =20' LOT -7 BLOCK -9 11.20 °o F.I.P 3/4" ,N NO CAP 0.50'CL ; N -ic a, m 12.82' U x /0.55 LOT -17 BLOCK -9 10.76 x x LOT-6 BLOCK -9 LOT -5 BLOCK -9 12'ALLEY.(N A.P.) 11x 75.0G A tt K x 4' C.L.F. 12.10' A 10.60 I LOT -18 BLOCK -9 10.60 x 11.15 10.70 18.55 REMAINDER OF LOT -17 BLOCK -9 0.30'CL 12.72' 255.00' B.C. F.I.P 3/4' F.I.P 3/4° ... NO CAP NO CAP 13.70' 10.62 ONE STORY c IRES. # 55 F.F.E. = 12.43' 10.66 GARAGE ELEV = 10.85' 'o 1 12.15' i- 17.92' 14.80' _ 11.40' ,��' la anti'_ ANL 10. ma aum1111111M4111111L MANI x BRICK ME- OrPAVERS —L DRIVE MUM ME IMIIMI 12.00' •• x 14.00' 111 11.40' • 2.28'CL LOT -19 BLOCK -9 C.L.F. (BAD CONDITIONS) 1.63'CL 10.61 •75.00'. . • . 5' CONC. SWK 22' PWY F.I.P 3/4° NO CAP . SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. • • •• • • •••• • • • •• • •••• • • • •• • • • •••• •••• • • • • " • • 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264.0229 Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 95- 0002777 -3 SHEET NO 3 OF 3 •• • • •• • • LEGAL DESCRIPTION LOT 18 AND EAST 1/2 OF LOT 17, IN BLOCK 9 OF AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, AT PAGE 70, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, • • • • • •••• • •• • • • ••• • •• • • • ••••• • •••• • • •••• • •