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RC-08-272Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Certificate of Occupancy Not Transferable POST IN A CONSPICUOUS PLACE Norman Bruhn, CBO Scheduled Inspection Date: January 03, 2011 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments December 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -74890 Permit Number: RC -2 -08 -272 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passed % %f_J / j / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ( to )ea sc Page 11 of 11 Scheduled Inspection Date: August 25, 2010 Inspector: Hernandez, Rafael Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Project: <NONE> Contractor: GRAHAM SERVICES LTD Building Department Comments August 24, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 143379 Permit Number: PL -8 -09 -1444 For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (305)981 -0540 Parcel Number 1132060142550 Phone: (954)885 -4811 140' 1 /2as pipe for a fire place. ON HOLD DUE TO BOUNCHE CHECK 09/15/09 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments C REATED AS REINSPECTION FOR INSP- 143377. CREATED AS REINSPECTION FOR INSP- 123324. NO ACCESS. RH. 05.13.10 PENDING DROP TEST. RH. 05.14.10 Page 3 of 26 .4 F & F RESTAURANT EQUIPMENT AND PARTS,INC. 21 NE 26 STREET, MIAMI, FL 33137 Tel: 305- 438 -0200 Fax: 305 -438 -1128 PRESSURE TEST REPORT DATE: 06/21/2010 CUSTOMER NAME: GUNTHER MEYER JOB ADDRESS: 860 NE 98 Street, Miami Shores, FL TEL: 305- 926 -7274 LOCK UP PRESSURE: 11.0 we OPEN PRESSURE: 10.8 we TEST PRESSURE: 11.0 we TEST TIME: 10 Minutes TEST ' : SULT: Test Held PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. l'S DATE OF TREATMENT: TIME OF TREATMENT: IN ;4 L ( APPLICATOR: ^pp� � OUT BUILDER NAME: Cv " � 1 G t `'C (OJ T ( e44 S` TREATMENT ADDRESS 'C0 Are i S JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP CHEM1cAL: I✓ti V Oc" NOS MONOLITHIC CHEMICAL: y) 0 S. SPRAY # S/F L/F DATE OF TREATMENT: / 1kpflX S CRESIDENTIL COMMERCIAL ADDITION % Se GALLONS STEMWALL SF L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT % GALLONS TIME OF TREATMENT: APPLICATOR: L/F ROAD 7 PLANTATION, FLORIDA 954 -584 -8588 1- 800 - 749 -8588 FAX: 954 -584 -6117 DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: 5.1 8.0 12.3 10 -10 -08 SAMPLED BY: FP Optimum Moisture 9,1 100% Maximum Dry Density 124.7 % Passing 3/4" Sieve 91 SOUTHERN ENGINEERING Addition @ 860 NE 98 Street, Miami Shores, FL. Southern Engineering MATERIAL DESCRIPTION: Tan crushed limerock Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY Percent lbs. /cu.ft. Percent 118.6 123.7 120.4 .As a mutual protection to clients. the public and ourselves, all reports are submitted as the confidential property or clients. and authorization for use. publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. PROCTOR COMPACTION TEST TEST RESULTS 125 123 121 119 117 115 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: FP 4 6 8 10 12 °fo MOISTURE Respectively st ( l. 14 issam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 123.9 124.0 124.2 124.6 123.7 MOISTURE CONTENT % 8.6 8.4 8.0 8.2 8.1 MAX. DENSITY IN THE FIELD % 99.3 99.4 99.5 99.9 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 124.7 124.7 124.7 124.7 124.7 OPTIMUM MOISTURE ( %) P P P P P DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: Test No. l Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. 5 Location: Description of Material: Sampled By: FP Tested By: FP Checked By: JA FIELD DENSITY TEST OF COMPACTED SOILS 10 -10 -08 SOUTHERN ENGINEERING Addition @ 860 NE 98 Street, Miami Shores, FL. Southern Engineering North side of pad underslab Center of pad underslab South side of pad underslab East side of pad underslab West side of pad underslab Tan crushed limerock ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828-7499 Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Respectfully submitted, � m N mani, P.E. DYNAT CH ENGINEERING CORP. Florida Reg. No. 39584 '"A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients. the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. TEMPORARY SERVICE Passed Inspector Comments „.„0", — ,- - - -C /L a" -------e Wit. Failed Correction Needed i Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid until .1 Inspection Date: 08/01/2008 Inspector: Devaney, Michael Owner: MEYER, NICOLA & GUNTHER Job Address: 860 98 Street NE Project: <NONE> Miami Shores, FL 33138- Contractor: NOVOA ELECTRICAL CONTRACTOR Building Department Comments Thursday, July 31, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 2'7 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Phone Number (305)981 -0540 Parcel Number 1132060142550 Lot: Phone: (305)665 -9247 Page 2 of 2 1 at address: day of Notary Public, State of Florida at Large My Commission Expires: Page 1 of Lou,_SlotaTitia BUILDING AND ZONING DEPARTMENT 10090 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (3091 796 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be matted by Owner and/or Tenant, Building & Electrical Contractor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary - electrical approval by the Miami Shores Village, Building dt Zoning Department given in connection with the building being constructed under. Building Permit No. ,/ OW 020.—) Pectrical Permit No. 15i i\11 for owners: MI ,, ( is being given only for construction purposes or for testing the following installations being made in said structure: Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides for a 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or con§truction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary-electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the building concerned is occupied before final inspections are approved and occupancy permit obtained. , being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement shall not be occupied until the building contractor has obtained approval of final inspections. Sworn and subscribed before me this SIGNATURE OF OWNER SIGNATURE OF NOTARY PUBLIC 30 DAY TEMPORARY-ELECTRIC SERVICE (continue) I, f ' 6 cA K ' . l C (c , being first duly sworn, depose d say that I am the Electrical Contractor for the above described property and that the electrical installations as now existing will not create a safety bn7nrd if temporary - service is connected Sworn and subscribed before me this J day of 0 Notary Public, S ' to of Florida at Large My commission Sworn and subscribed before me this day of Notary Public, State of Florida at Large My Commission Expires: SIGNATURE OF ELECTRICAL INSPECTOR Date: by: ( name) Page 2 of 2 Date: F ELECTRICAL CONTRACTOR i i 4t\ t iC) •;/ ei*I2 %. c 4 1?3: SI GNA OF NOTAR . i � � � 4,- " I, , being first duly sworn, depose and said that I am the Building Contractor of the above described property and that I will not permit occupancy of this building until final division obtained and that I have the authority insofar as the owner of said property is concerned to prohibit occupancy until such final inspections are obtained_ SIGNATURE OF BUILDING CONTRACTOR SIGNATURE OF NOTARY PUBLIC Release to FLORIDA POWER & LIGHT CO. To: (name) ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. 1 -[ Passed 3((t Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments December 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 123103 Permit Number: RC -2 -08 -272 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passe j % 4`}_° Inspector Comments CREATED AS REINSPECTION FOR INSP- 100914. CREATED AS REINSPECTION FOR INSP- 100763. Rear Planter OK Provide revision. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 109685 Permit Number: RC -2 -08 -272 I Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments December 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762-4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 B4. Map/Panel Number 120652CO306 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Rood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency lt3nagement Agency National Flood Insurance Program Al. Building Owner's Name GUNTHER MEYER City MIAMI SHORES State FL ZIP Code 33138 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25° 57' 57.96" Long. 21° 54' 54.52" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1361.00 sq in d) Engineered flood openings? ❑ Yes ® No Address 5582 N.W. 7TH ST; , SUI ' ; 2 Signature ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 860NE98ST A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) , of MIAMI SHORES SEC. 3, according to the plat thereof as recorded in Plat Book 10, Page 37, of the public records of MIAMI -D 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 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: ■4 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones 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 budding diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MDC B.M# N- 603 - RVertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.27 . b) Top of the next higher floor 12.28 . c) Bottom of the lowest horizontal structural member (V Zones only) N/A d) Attached garage (top of slab) 9.17 e) Lowest elevation of machinery or equipment servicing the building 9.30 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.72 . g) Highest adjacent (finished) grade next to building (HAG) 10.25 . h) Lowest adjacent grade at lowest elevation of deck or stairs, including 9.62 . 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. 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 IBARRA6437 License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. City MIAMI State FL Date 03/31/2010 Telephone (305) 264 -2660 FEMA Form 81 - 31, Mar 09 See reverse side for continuation. Check the measurement used. ® feet ® feet ® feet ® feet ® feet feet ® feet feet OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: Policy Number Company NAIC Number ❑ 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) RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 24 c) Total net area of flood openings in A9.b 207.00 sq in d) Engineered flood openings? ❑ Yes No ® No 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. 860 NE 98 ST City MIAMI SHORESState FL ZIP Code 33138 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 Bev Machinery is NC pad. Lat.& long. Provided By Google Earth Crown of.Road Elevation = 10.04 FT Signature Address 860 NE 98 ST Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Date 03/31/2010 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 building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name GUNTHER MEYER City MIAMI SHORES State FL ZIP Code 33138 Date Telephone ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Title Telephone Date For Insurance Company Use: Policy Number y Company NAIC Number ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. - Passed/ e zy Inspector Comments CREATED AS REINSPECTION FOR INSP- 100914. CREATED AS REINSPECTION FOR INSP- 100763. Rear Planter OK Provide revision. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until . Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments December 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 A I nspection Number: INSP - 109685 Permit Number: RC -2 -08 -272 j For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number (305)981 -0540 r ° Parcel Number 1132060142550 Page 1 of 1 B4. Map/Panel Number 120652CO306 B5. Suffix L B6. ARM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insuran6e Program Al. Building Owner's Name GUNTHER MEYER A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 860 NE 98 ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) , of MIAMI SHORES SEC. 3, according to the plat thereof as recorded in Plat Book 10, Page 37, of the public records of MIAMI -D A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25° 57' 57.96" Long. 21° 54' 54.52" A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 1361.00 sq in d) Engineered flood openings? ❑ Yes ® No ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION 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 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)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ■4 Finished Construction *A new Elevation Certificate will be required when construction of the budding 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- 603- RVertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.27 . b) Top of the next higher floor 12.28 . c) Bottom of the lowest horizontal structural member (V Zones only) N/A . d) Attached garage (top of slab) 9.17 . e) Lowest elevation of machinery or equipment servicing the building 9.30 . (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.72 . g) Highest adjacent (finished) grade next to building (HAG) 10.25 . h) Lowest adjacent grade at lowest elevation of deck or stairs, including 9.62 . structural support Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH ST ' , SUITE r02 FEMA Form 81 -31, Mar 09 RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 24 c) Total net area of flood openings in A9.b 207.00 sq in d) Engineered flood openings? ❑ Yes El No Check the measurement used. ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) IN feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet feet ® feet 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. Check here if comments are provided on back of form. Were latitude and longitude in Section A by a licensed land surveyor? ® Yes ❑ No Certifiers Name ROBERT IBARRA6437 License Number 6437 City MIAMI State FL Signature Date 03/31/2010 Telephone (305) 264 -2660 OMB No. 1660 -0008 Expires March 31, 2012 For Insurance Company Use: Policy Number Company NAIL Number ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (induding Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 860 NE 98 ST City MIAMI SHORESState FL ZIP Code 33138 Signature Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81 -31, Mar 09 Policy 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 NC pad. Lat.& long. Provided By Google Earth Crown of Road Elevation =10.04 FT Date 03/31/2010 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 building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name GUNTHER MEYER Address 860 NE 98 ST City MIAMI SHORES State FL ZIP Code 33138 Date Telephone ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Title Telephone Date For Insurance Company Use Company NAIC Number ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passed 1970 / - Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until )nspection Number: INSP -74868 Permit Number: RC -2 -08 -272 Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project <NONE> Contractor: HOME OWNER ment Comments December 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 �ir �� z SA NTA ROS LL WEATHER INSULATION dirdi/ J j 6130 N.W. 74 AVE os r BUILDING PERMIT No.: AEC ° 3 2 I1 Miami, FL 33166 Project Name: ( � -9615 ALL WEATHER Address: �c)® N c► ..° ° ° ° ° ° ° ° °` ° Fax: 592 -0925 INSULATION Toll Free: 1-800 -879 -5915 Lot Block STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good contruction practice. The insulation fumished and installed has the characteristics shown below: (Check only applicable boxes) Yea R-3 ❑ / R-4.1 ❑ CELL ❑ OTHER ❑ 1 R -5 FI-FOIL ❑ E RGY 1.- Exterior CBS walls lation: R-5.4 ❑ (Mi , Material: BATTS El HIELD OQr) 3/4" 2.9 DOW SUNCOAST ❑ ❑ 0.6 ❑ FI-FOIL ❑ 4( El Thickness: N/A ❑ inch(es): Density: N/A ° IMP; Mfgr: MAINVILLE El 2: Exterior Frame/Metal Stud Walls: all ❑ - - ), Material: FIBERGLASS BAITS ❑ a. ❑ e 6 ❑ OTHER ❑ ❑ ❑ ❑ Thickness: inc R.30 R.19 n 7 : Ceilling Insulation: R. ❑ 6.1/2" ❑ 5.4" ❑ Thickness: ID N2 15469 hinlrne 3-1/2" CX in (e Den ❑ Ib/ft Mfgr: MANVILLE ❑ ❑ R.3 0 SPRAY CELLULOSE ❑ R.5 ❑ R -FOIL ❑ I I 3.- E solid concrete walls: R. ❑ (Min.); Material: ❑ 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ Fi -FOIL ❑ hickness: ❑ inch(es): Density: ❑ Ib/ft Mfgr: ❑ o o 4 : Interior walls separating A/C from non-NC spaces insulation: R. 11 ❑ (Min.) ❑ ❑ .6 ❑ ❑ ❑ ❑ Material: FIBERGLASS BATTS ❑ : Thickness: 3 ❑ inch(es): Density: ❑ Ib/ft 7 5.- MULTI- FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R -11 (Min.); CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9 -17, latest edition. These "minimums levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. o 6 : Above deck type ROOF INSULATION: R ❑ (Min.); Material: (Density: lb/ t Mfgr: FIB GLASS BATTS ❑ BLOWN -IN FIBERGLASS ❑ (Min.); Material: BLOWN -IN CELLULOSE ❑ 06 2.9 ❑ inch(es): Density: ❑ n 8.- NOTE: Densities of sprayed -on, loose fill, or any other composed -on site i ulation : I be the P.C.F. (Ib /ft average of three (3) "DRY SAMPLES" of actual installation. 1liPd_Ta'D Santa Rosa All Weather Insulation by: Insulation Company Name Insulation Contractor CC #: 000018264 / 89- 5305 -1 -X Certified on: MANVILLE SUNCOAST ❑ Ib/ft Mfgr: CERTAINTEED ❑ Insula I j actor ignature Date G.C. /Builder: Company Name Building Contractor CC #: Certified on: Date G.C./Builder's Signature ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passe Inspector Comments CREATED AS REINSPECTION FOR INSP- 97208. CREATED AS REINSPECTION FOR INSP- 74878. Not Ready NB Ledger A is not attached per plan. Connection 2 does not match plan, provide a letter of repair from engineer. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP-105359 Permit Number: RC -2 -08 -272 j Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Project: <NONE> Miami Shores, FL 33138- Contractor: HOME OWNER Building Department Comments December 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 For Inspections please call: (305)762 -4949 Page 1 of 1 Purchaser's Name and Address: Treatment Site: 860 NE 98 Street, Miami Shores, FL 33138 Project: Residence Addition Permit # N/A Job: Addition Lot/Block: N/A Chemical: Cypermethrin Product: Cyper TC @ 0.25% Square Footage: 2100 Number of Gallons: 210 Number of structures treated: 1 Linear Footage: N/A Date of Completion: 12/15/10 Accurate Pest Control, Inc. hereby confirms that this building has received a perimeter treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Service. Exterior perimeter treatment was completed upon final grade. Guarantee None X 1 Year SYears LICENSE NO: JB 1752 ACCURATE P ST CONTROL, INC. BY: CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Hary = y mades, President Revised on 06/01/10 Southern Engineering & Construction 10056 NW 51 Terrace Miami, FL 33178 Renewable: NO X Yes i ZOIER DEC 2 3 2010 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 Authoriz ignature License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Southern Engineering & Construction (305) 251 -3013 860 NE 98 Street, Miami Shores, FL 33138 Residence Addition Permit # N/A Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in ccordance with rules and laws established by the Florida Department of Agriculture and Consumer Services 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1 -800- 749 -8588 • FAX: 954 - 584 -6117 ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP -74867 Permit Number: RC -2 -08 -272 J Inspection Date: December 23, 2010 Inspector: Hernandez, Rafael Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 December 23, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 11/22/10 02:06PM PST A-League Contractors, Inc -> Gunther Meyer 5 Pg 2/2 Mainiiaima.: • ,,, ,, : • Hij 11401u0m, • .9.0 .+41 ift.i. 14414 .:11w9 * : 4 4 14.44/M a k 4 10'4 •• .......... 435 • :034: ::•411W.U.:14ixase1uta. 103: ti TUfl . .• , Itqkl: 4004 J.:. •Imoratirmigr.. ,, •144,4 •:0 • r: • • • . :AO* ol4 :r141,:t :itamsTuarzreei **..004**00. :40: 00.40. 'arii00.ki:•• :34:63 ''ElavarMir RIM; 11 .C 41 :: 40i' 0400 4 1.0.1114101m Mit0P :#400.4 ;# • • • • • :DIFAIk • ::40# 1.10 • * t. .t. g4 J0000004(...1000. ). :ifo.Oestalkwomit, gpanymw .... r4u111,1 AIOE:rOlg'.- :401 fftimmpitalq11111Mlil!Ormib■ii. 303M3 DEC 2 3 2010 ............ —," 044 1:: 10 401 1144 lataiss. 1411 •:*.itiMiii •••'••••• 140) 1004104.441$ • :001610F40:Tti:•1:iiro. !.altrAi4timp 1344: 411441M4443Velitt: ..• . . *40. *A1.• • ••: • •.•:•....•.• ..:• .1. 401Migtgiii.10243ometas , „ 4i30,410.:•;142141s• • 's 1;4 40440A :7.). ...moste 1M4944.04%.# • "cm:4mm: ::ftuningrant.g9NoTti.: 'mow 140 *** 400.foutg....uompitimigr ..rnsuotm 1.1 • • • • • • t • aMmmiummthW. pumotpthl 4411"*:;4!*°i'lli°6%1!.!'", 2111/11L Pliggoorms oioiow. 11;;No tp kJ Lem: 141410.. . 10;40 witpitaioo .- !masimgopagmorAgiwv.guirg f ig::..,„,, •:4 : top' . A . 4111.1114* ivolvam 04$1 4:garaw 305888939 ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passed `` Inspector Comments CREATED AS REINSPECTION FOR INSP- 111599. AC Enclosure only, Revision required. NB sC/ 0 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Number: INSP-111724 Permit Number: RC -2 -08 -272 1 Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 December 23, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 MIAMI SHORES VILLAGE ;�`� NOTICE TO BUILDING DEPARTMENT DEC Z 3 2010 OF EMPLOYMENT AS SPECIAL INSPECTOR UNDE THE FLORIDA BUILDING CODE I (We) have been retained by ��/g° eyew/7,o to perform special inspector services under the Florida Building Code at the eF6P0 project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ PECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. 4,44 A c, 114 2. 3. 4. * Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Seal ngineer /Archi ect Name - sae DATE: Created on 6/10/2009 M iami Shores Viiiage Building Department (PRIM) Address -? - // / Phone No /44,14/ fi L- 33 boll" 36 -643 / 6 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ADDITION TO EXISTING RESIDENCE CONTRACTOR BROUGHT LETTER TO CANCEL PERMIT. PLEASE DO NOT ALLOW GC PLACE ANY INSP. UNTIL BRINGS NEW CONTRACTOR FOR MC WORK. Passed9A Inspector Comments / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -74887 Permit Number: RC -2 -08 -272 1 Inspection Date: December 23, 2010 Inspector: Bruhn, Norman Owner: MEYER, NICOLA & GUNTHER Job Address: 860 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 December 23, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Page 1 of 1 2211 NW 4th Terrace, Miami, Florida 33125 - MartinezAlvarezArchitects.com - Tel: (305) 643 -6958 Facsimi e: (305) 643 -9916 Date: 12 / 21 / 10 Architect: Ana Alvarez Martinez & Alvarez Architecture, Inc. 2211 NW 4 Terrace Miami, Florida 33125 Project Address: Meyer Residence 860 NE 98 Street Miami Shores, Florida Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, Florida 33138 Dear Sir/Madam: Martinez & Alvarez Architects ARCHL 1 ECTURAL APPROVAL This office inspected the job at 860 NE 98 Street, Miami Shores, Florida and found it to have been built according to the approved plans and specifications as prepared by this office. This building is designed and constructed in accordance with good engineering and architectural practice and is in compliance in all respect with local building code requirement. To the best of my knowledge, belief and professional judgment and the approved permit plans represent the as -built condition of the structural and envelope components of the structure. I, therefore, recommend that approval be granted and a FINAL CERTIFICATE OF OCCUPANCY /CERTIFICATE OF COMPLETION be issued for the above subject premises. Ana Alvarez. Architect E -Mail: ma @ma- miami.com PERMIT # " WL - CONTRACTOR: lij(\ SUBMITTAL DATE: cA \hkl RESUBMITAL DATES: 3 trtIn$ ZONING Z 10 9 STRUCTURAL ELECTRICAL /0 04166 Pk FIRE IMPACT FEES HRS /DERM ¶\ta. 312.41v8 Ree4 BUILDING PERMIT APPLICATION FBC 2004 Owner's Address City N NOM/ / Type of Work: Describe Work: Value of Work For this Permit $ Z •�t • Addition Structural Review. $ 60. etc' State Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECt VE FEB 14 2008 LAI ❑Alteration :New Code Enforcement $ APES d-5 2008 CK17 Permit Type (circle): Building R ing Owner's Name (Fee Simple Titleholder) r±1 4 14tG2.LA. Mel'gRPhone # .' 1 $ • 40 Tenant/Lessee Name Phone # Job Address (where the work is being done) W) /06 g 67 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 '©(7 (L -2 5o Is Building Historically Designated YES NO X Zip 33/ g / Contractor's Company Name Contractor's Address City CC> tr. a 6_ ! I N I N Z> S t a t e Qualifier Name • Permit No. -i- 0 ter Permit No. zip 3 31 - 2.57 �3 hone# 34)$ 261' 3c Zip - 51' 3 Phone # '1 , ` • 2. Is S `1 State Ce) tificate.or- Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Z 1 �� 4 ❑ Repair/Replace * *** x********* ************************* F ************** * * *** * * * ** * * * * * * * ** x***** Submittal Fet/e(M$$ Permit Fee $ o/ % - CCF $ 111430 CO /CC ISO PO Notary $ 3 {JIJ Training/Education Fee $ 5 O V Technology Fee $ 231 Scanning $ 1 Radon $ 1 1' 6b DPBR $ -i nc Zoning $ Bond $3 Double Fee $ Total Fee Now Due $ - 0 ) See Reverse side -, 0 Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Qadress City State Zip Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) 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 of Agent The foregoing instrument was acknowledged before me this /4 day of fah , 20 66, by ifeyof who is personally known to me or who has produced g L1L a As identification and who did • Signature ntractor The fore goin ins ;ackn wledged before me this JO day of , 201112, by yA- -1N - e - t,k1 NX � , is s - rsonally known to me or who has produced 41 J identification and who did take an oath. Y PUBIC: ti � A. 4 1 1� ti©1 ,�� NOT Sign: Print: ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** : iI m T �x �x x.x.x* ** �x�x�x ** * My Co mmission Expires: 7/3 9- 1 g /Us SO4-: 1/ 'f, :* * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11. 3Zolo • E>1.4 • 155 0 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. 1. Legal description of property and street/address: Mt A L4 t2.e S S ?& 1 'mot YZ 0 'L r 4 ?•� . c Lp r S t o E 36 Lc)'r c.tc. 13 °1,K ST' MB A eygoL)— t' L. 13 2. Description of improvement: 3. Owners) name and address: Interest in property: ►y..t 1r-- Name and address of fee simple titleholder: ct'o 4. Contra 1, 5. Surety: (Payment bond required by owner from contract L, ny)7L OR!r, . DO'.!, I Y GE UADE Name and address: Amount of bond $ 6. Lender's name and address: wn Notary Public Print Notary's My commission ex 123.01 -52 PAGE 4 8/02 i- ;ERES':' CERIiFY the! thfs iS ' '�:' :,r o' Jie � - -�J // *lam+ - A7?c 4,1r te . ..,.. _ 7. Persons within the state of Florida designated by Owner upo whom noti ;es or other documents may be served aS provided by Section 71 .13(1)(a)7., Florida Statute Name and address: wart- lo.r,_ '�.t•A..L�ff1L� v (o ,..t 1 ' L- t r% L- `7`7 t c, 8. In addition to himself, Owners designates the following person(s) o receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 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) fei ignature of Print Owner's Name ' A■ b \<'-. - V - Prepared by c Sworn to and subscribed before me this O day o at L, 20a R R {}1 ?PR i G( 111-.RREZ Ir "\r u' .; ( OF t�4a `. Pf it! .• !kr _ .2009 ( 131)g_C,153 Flofda Notary Service.com 1 111111 11111 11111 11111 11111 11111 1111i 1111 1111 CFN 200880287213: OR Bk 26313 Ps 2990; (ins) RECORDED 04/08/2008 15 :11 :28 HARVEY RUVIHv CLERK OF COURT MIAMI-LADE C FLORIDA LAST PAGE Address: loos co r"-r ��l Sti 'T t13 BUILDING PERMIT. APPLICATION FBC 2004 Owner's Address Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NO Permit No. Master Permit No. 2i ' 21 2. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ` .: Phone # City kk 5- k - c r i. A State Zip - 33 1!p3 Tenant/Lessee Name Phone # Job Address (where the work is being done) t= Of, 1 ® 5 , City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES County Miami -Dade Zip 3 3 State Contractor's Company Name Contractor's Address City Qualifier Name Zip Phone # ^t State Certificate or Registration No. l 4 ZZCertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration ['New Submittal Fee $ Permit Fee $ 3 Notary $ 0 0 Training/Education Fee $ Scanning $ ( 0(7 Radon $ Bond $ Code E Structural Review. $ AO'" • J i _ 1 2 2008 C- 4k? MIAMI SHORES VILLAGE (c Phone # ❑ Repair/Replace ❑ Demolition Describe Work: .� cam * * * * * * * * * * * * ** * * * * ** * * * * * * * * * **** CCF $ CO /CC Technology Fee $ Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent r` Co : actor B The foregoing instrument was acknowledged before me this The foregoin e instrument was . owledgedd me tt t is t day of J : i)% ' , 20 by 14 ' aa � l G /iliV , . who is personally known to me or who has produced who is personally known to me or who has produced R, 90,01514L . tZn`lb as identification and who did take an oath. NOTARY PUBLI Sign: Sign: 7�ri -. t lobar � Print: Print: '' t �1o. _' '° E) ":OC PobricUnaenv e V .T‘'!' My Commission Expires: My Commissio day of , 20 , by As identification and who did take an oath. NOTARY PUBLIC: ******** *****• x****• x****** * ********* ******* :** ***x:**** * * ** *** ******* ******* **** ****************** ******a:**** APPLICATION APPROVED BY: �� 7 9'04 4 ‘/ 6 / 2 '/7 t f. • Plans Examiner Engineer Zoning (Revised 07/10/07) BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Contractor's Company Name Value of Work For this Perim Type of Work: Describe Work: City Miami Shores Village Is Building Historically Designated Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing Owner's Name (Fee Si . t i eholder)(,_. Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) County Miami -Dade FOLIO / PARCEL # YES Contractor's Address t CC:41=i c�'� ? �� j R+� L 1 City Qualifier Name ®h^' 4- °" d� t Phone # S ` ZS t ` State Certificate or Registration No. (L CA C- ' 47:7_ . Certificate of Competency No. Architect/Engineer's Name (if applicahW Phone # ❑Alteration ❑New .t ) e } **** ** ****:x*******a:******** :****: x****** F *** * **** ****+x ******+xa * ** **s:***** *** Submittal Fee $ Permit Fee $ � CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ (i2 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ ! o av `i 1/ Total Fee Now Due $ 9 4 40 See Reverse side --� t M`Q Re CCql <`1 1S1�� /ll LAGE Permit No. Master Permit No. d oZ.T7 7 Zip NICenral La OCT 2 7 2006 NO t x , 7 3 Phone # Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition L Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: Print My Commission Expires: (Revised 07/10/07) Con i < ctor 12=•- was ackno before Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The for day of , 20 _ , by , day o who is personally known to me or who has produced who is personally knowp to me or who has produced As identification and who did take an oath. I , IL d. ■ kdentification and who did take an oath. NOTARY PUBLIC: OTAR 1 UBLIC: Sign: iL.il. . AA 4 Print: 4' G am d My Commission Expires: * * * ***+x****** *. **** ***. x*****x: ******. x. x**** ***************** * * * *e************ *** * **** **see **Af* ************ APPLICATION APPROVED BY: 2M'7L IzYS p 5/714€4-• Plans Examiner Engineer Zoning BUILDING . 1 k Permit No. 7 PERMIT APPLICATION �(,J� % /� faster Permit No. 2.C.0 2. 212. FBC 2004 Contractor's Address City Qualifier Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roof mg Owner's Name (Fee Simple Titleholder) TEL-- Phone # Owner's Address ceeev , 1L1.-- o City "'l /iv 'eon t) State � V Zip S3 \ 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 674:, City Miami Shores Village County Miami -Dade Zip - 3 3 ( 3 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 0 - 1 11 \tetz+ - vti , tou- 4r: Phone # 305 ` 2-5k ` 3 Ds \000 -..c,t ` l .� - �1. - 1e N 100 rar Zip . k- Phone # o• s 251 -390-0 State Certificate or Registration No. G C- 0-7 T l- Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑A.. i ' • n 4 ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: < - t *******, x** **** ***** **** * *,x *** * *** * * * *,x* F x** x**** x *** * **** ***** *** *** * *** * * *** Submittal Fee $ Permit Fee $ 25' CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ SOO . to Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoin nstrument was ac • wledged before me thil day of , 20 _, by , day of 200 , by c'jjllk i Ot Y !V, who is personally known to me or who has produced who is personally known to me or who has produced r/• � 1 /P NOTARY PUBLIC: My Commission Expires: (Revised 07/10/07) As identification and who did take an oath. Sign: Sign: Print: Print: L k. bZ (31 6 as identification and who did take an oath. NOTARY PUBLIC: My Commission E Conti APPLICATION APPROVED BY: "7 72j54 9/) / l>k S4 u t • tor * * * * * * * * * * * * * * * *** ** x****** ** ******* *****: ****** ** ** * * * **************+x**** * **** * +x************* ********** Plans Examiner Engineer Zoning nA Vs\ • BUILDING PERMIT APPLICATION FBC 20 Permit Type (cir Building Miami • Shores Village IMMIEWM' MAR 1 7 2009► V Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W W W.MIAMISHORESVILLAGE.COM Roofing Permit No. ' �o� Master Permit No. Owner's Name (Fee Simple Titleholder) Me°.(s _, 1.4t ces.A. Phone # Owner's Address 15�43 i -V C a 5. City c 4- 5.1-4 -S State ' Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Zf ° Z ®5 ZzZ� Phone # 3' ° l 3 0 D ce— Contractor's Company Name - �.511"--37-ar 1 L, ► . Contractor's Address 1 tcoo City - - — C., .o..( �S Qualifier Name __\ 0'I-t 60- State Certificate or Registration No. Contact Phone State `r A. L. - J L — 414— Zip '33 Ac- Phone # Z n ' " 2 .72-1 Certificate of Competency No. E -mail Architect/Engineer's jt a plicAb''1e)" Phone # Value of Wo " i k Permil $ Square / Linear Footage Of Work: Type of Work: dition ['Alteration ['New ❑ Repair/Replace 0 Demolition Describe Work: _ , ® * * * * * * * * * * * * * * * * ** * *** * ** * *** * * * * *** *F *** * * * *** * * * ***** * * *** * * * * ** ** ** ** **** ** Fs" d Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3-00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ � "eo See Reverse side -+ 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 FJECTRICAL 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 The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: **** :****** ********** :x ** * *** *** * **,** ** * * *** :**** : * * *x ** ** * * *** ** * *** * * * **** * *:x:x **** APPLICATION APPROVED BY (Revised 07 /10/07) J l' Plans Examiner Engineer OTARY PUBLIC: Sign: • Print: My Commission Expires: Contractpr The foreg ! in trument was ackno ledged Before m � Ul day of 2 , by _li �1 / 1 11 who ' .personally known to me or who has pro f I itt i • 1® � c p entification and wit: t ,, 4 of oath. ' 4 Zoning Clerk checked (40 c t ttl Aro! BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ Type of Work: DAddition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit 1No. 7(0317 aster Permit No. Permit Type (circ �;�� Roofing Owner's Name (Fee Simple Titleholder) . M '`t$ ft. - Phone # Owner's Address )g,,I, City M. 4- S.a►, State Zip 3313€ Tenant/Lessee Name Phone # Job Address (where the work is being done) 0 *A. S. s T City Miami Shores Village County Miami -Dade Zip 3 3 t g FOLIO / PARCEL # Is Building Historically Designated YES NO / Contractor's Company Name Le-...+4 . ' b.. s Phone # S 6 Z Contractor's Address ® ' 1 At (Se", �L.` & ? a 2-4 • City Coe ..pct— t..4.5, State _ Zip 3 3 t 3 4- Qualifier Name -So..s 4.0.4 2E. � a..y.'Fi st_. Phone # e Zt to • 2.-Z W12:743 State Certificate or Registration No. C-4 L 4 : ). 3: 7 41.2._ Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # m f ate..•. DAlteration ['New * * **. * ** :•x•x**.x******* * * ** x *** ******** Fees• x******• x, x******** ***•x•x******* *** ** * ***•x ***** Permit Fee $ Square / Linear Footage Of Work: 3 Demolition -� ue��i tr a CCF $ CO/C" Submittal Fee $ 25 Notary $ 5. CD Training/Education Fee $ Technology Fee $ Scanning $ IS'00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due ,_ OQ S Reverse side --> 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 AIRCONDTTIONERS, ETC o 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 Sig Print: Owner or Agent The foregoing instrument was acknowledged before me this The' foregoing i day of / Yu 20 by C 1O,I.Nhu, k-1 *clot. , day' of who is personally known to me or who has produced who As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: _,- x 009 . APPLICATION APPROVED BY: (Revised 07/10/07) Signature actor acknowledged before me this Z 20(' , by c lonal* i1/47 Noe , own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: LigrAPrel Print: " /�\ ":. ��a Burt My Commission E at ' *** ******** **** +***** * * * * * **** ** *** *** * ***** * *** * ** ** * * * * * * *** ***+x**** * *** * * * * * * * * * * * * * ** * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDITION TO EXISTING RESIDENCE jL o/ Passed Inspector Comments CC ! )(. r C JI•tri■tet4;tJ I Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/18/2008 Inspector. Grande, Claudio Owner: MEYER, NICOLA & GUNTHER Job Address: 860 98 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC Building Department Comments Tuesday, June 17, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Lot: Phone: (305)251 -3000 Page 2 of 2 DYNATECH DATE: 05 -15 -2008 CLIENT: SOUTHERN ENGINEERING CONSTRUCTION PROJECT: ADDITION@ ADDRESS: 860 N.E 98 ST, MIAMI SHORES, FL. CONTRACTOR: Southern Engineering Construction SOIL DESCRIPTION: Gray sand The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 1b. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE 6.0 7.9 10.2 Optimum Moisture 8.2 100% Maximum Dry Density 104.6 GRADATION TEST % Passing 3/4" Sieve 89% Percent Sampled by: RN Checked by: RN DRY DENSITY 98.0 103.9 101.6 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. PROCTOR COMPACTION TEST TEST RESULTS 104 102 100 98 96 94 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 ( 6 8 10 12 % MOISTURE 14 Respectively submitted, W is, : m Naamani, P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N c T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 102.5 102.9 103.1 102.7 103.3 MOISTURE CONTENT % 6.7 7.3 6.9 7.1 6.8 MAX. DENSITY IN THE FIELD % 98.0 98.3 98.5 98.1 98.7 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.6 104.6 104.6 104.6 104.6 OPTIMUM MOISTURE ( %) P P P P P DYNATECH Test No.1 Location: West side footer Test No.2 Location: North side footer Test No.3 Location: South side footer Test No.4 Location: Center footer Test No.5 Location: East side footer Description of Material: Gray sand FIELD DENSITY TEST OF COMPACTED SOILS DATE : 05 -15 -2008 CLIENT : SOUTHERN ENGINEERING CONSTRUCTION PROJECT : Addition( ADDRESS : 860 N.E. 98 St., Miami Shores, Fl. CONTRACTOR : Southern Engineering Construction ENGINEERING CORP. 750 WEST 84T STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Respectfully submitted, Tested By: RN /S S C Checked By: RN Wissa Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. IL DYNATE C H DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: SOIL DESCRIPTION: Gray sand 6.0 7.9 10.2 Optimum Moisture 8.2 100% Maximum Dry Density 104.6 GRADATION TEST % Passing 3/4" Sieve 89% Percent Sampled by: RN Checked by: RN PROCTOR COMPACTION TEST 05 -15 -2008 SOUTHERN ENGINEERING CONSTRUCTION ADDITION@ 860 N.E 98 ST, MIAMI SHORES, FL. Southern Engineering Construction TEST RESULTS ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 Ib. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 98.0 103.9 101.6 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 104 102 100 98 96 94 4 6 8 10 12 % MOISTURE 14 Respectively submitted, /.5S Wis m Naamani, P.E. D ATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N c T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 102.5 102.9 103.1 102.7 103.3 MOISTURE CONTENT % 6.7 7.3 6.9 7.1 6.8 MAX. DENSITY IN THE FIELD % 98.0 98.3 98.5 98.1 98.7 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.6 104.6 104.6 104.6 104.6 OPTIMUM MOISTURE ( %) P P P P P DYNATECH Test No.1 Location: West side footer Test No.2 Location: North side footer Test No.3 Location: South side footer Test No.4 Location: Center footer Test No.5 Location: East side footer Description of Material: Gray sand FIELD DENSITY TEST OF COMPACTED SOILS DATE : 05 -15 -2008 CLIENT : SOUTHERN ENGINEERING CONSTRUCTION PROJECT : Addition(a, ADDRESS : 860 N.E. 98 St., Miami Shores, Fl. CONTRACTOR : Southern Engineering Construction ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Respectfully submitted, Tested By: RN (-MO Checked By: RN Wiss. Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Tel.: (305) 567 -0125 Fax: (305) 567 -0129 Date: 06 — /9°' / 64 Building Department Reference: 84O NE 98 5T Ea. 126.34e weg Items to be inspected: Rf /Avsp ioA✓ OR ®4 — 0, Remarks: /A4.90^4.74) #2701J 4/P/Oterviee) Sincerely, Franc co ` rl + r., P.E. License Number 40087 FRANCISCO CUELLO JR., P.E., INC. Consulting Engineer 147 Alhambra Circle Suite 220 Coral Gables, FL 33134 INSPECTION REPORT Tel.: (305) 567 -0125 Fax: (305) 567 -0129 Date: /0# FRANCISCO CUELLO JR., P.E., INC. Consulting Engineer 147 Alhambra Circle Suite 220 Coral Gables, FL 33134 Building Department Reference: '91/ INSPECTION REPORT Items to be inspected: Remarks: r7 4415 `S • .3,G // z ��s2 cv,7 Sincerely, Francisco C ello Jr., P.E. License Number 40087 NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: ✓ TIME OF TREATMENT: IN APPLICATOR: 9 OUT BUILDER NAME: 5O J e v➢ g TREATMENT ADDRESS: 860 i): 95) CHEMICAL: PEST CONTROL, INC. \VA okes JOB #: VAS LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # CHEMICAL: aMbn P S MONOLITHIC 56 0 SIF L/F RESIDENTIAL COMMERCIAL ADDITION STEMWALL PERIMETER TREATMENT L/F 5cD GALLONS SF L/F % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1 -800- 749 -8588 FAX: 954-584-6117 ADDITION TO EXISTING RESIDENCE W 6 10 6ft `(p Passed Inspector Comments cc f ej .,,,,,,, , , , , O K.- $ i2 . ,e,t (zt&> ,...) Leri2-44-) @ A ire 7 ..S-(o- -L - . c,,,,: ; .,, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/16/2008 Inspector: Grande, Claudio Owner: MEYER, NICOLA & GUNTHER Job Address: 860 98 Street NE Miami Shores, FL 33138- Project: <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC Building Department Comments Tuesday, July 15, 2008 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Lot: Phone: (305)251 -3000 Page 1 of 2 Tel.: (305) 567 -0125 Fax: (305) 567 -0129 July 16, 2008 City of Miami Shores Building and Zoning Department 10050 N.E. 2" Avenue Miami Shores, Florida 33138 Reference: Meyer Residence Addition 860 N.E. 98 Street Miami Shores, Florida Permit No.: RC -2 -08 -272 Insp. No. 88624 To whom it may concern: This letter is to verify that this office does not have any structural concerns in pouring the ground floor slab as a "floating slab" concept, with an expansion joint throughout the perimeter walls, instead of the monolithic stem wall -slab shown on the permitted plans. Please contact this office if you should have any further concerns regarding this matter. FPancisco Cu _ Ilo, Jr., P.E. President FC /Imc /Meyer Residence BD Letter FRANCISCO CUELLO JR., P.E., INC. Consulting Engineer 147 Alhambra Circle • Suite 220 Coral Gables, FL 33134 YNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: MATERIAL DESCRIPTION: White limerock SAMPLED BY: RN % MOISTURE DRY DENSITY 6.4 8.0 9.8 Optimum Moisture 8.2 Percent 100% Maximum Dry Density 128.4 ibs./cu.ft. % Passing 3/4" Sieve 89 Percent July 10, 2008 SOUTHERN ENGINEERING Addition @ 860 NE 98 Street, North Miami, FL. Southern Engineering 122.4 128.0 125.8 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. PROCTOR COMPACTION TEST TEST RESULTS ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop AASHTO designation T- 180 -C. 128 126 124 122 120 118 TESTED BY: RN 4 6 8" 10 12 % MOISTURE Respectively submitted, 14 issam N, . mani, P.E. DYNA " CH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S T Y TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 126.8 127.1 126.5 126.7 127.3 MOISTURE CONTENT % 7.7 7.1 7.5 7.4 7.8 MAX. DENSITY IN THE FIELD % 98.7 98.9 98.5 98.6 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 128.4 128.4 128.4 4 128.4 128.4 OPTIMUM MOISTURE ( %) P P P P P YNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: FIELD DENSITY TEST OF COMPACTED SOILS July 10, 2008 SOUTHERN ENGINEERING Addition @ 860 NE 98 Street, North Miami, FL. Southern Engineering Test No. 1 Location: West side of pad underslab Test No. 2 Location: East side of pad underslab Test No. 3 Location: Center of pad underslab Test No. 4 Location: North side of pad underslab Test No. 5 Location: South side of pad underslab Description of Material: White limerock ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828-7499 Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: 111 Respectfully submitted, Tested By: RN Checked By: RN Wissam ' aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. DATE OF TREATMENT: JOB #: AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. � app O' \ ur BUILDER NAME: � I E V V f 1 TREATMENT ADDRESS: ‘00 eZ c 65 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT CHEMICAL: i0e)ftel t) SPRAY & TAMP SPRAY ONLY SPRAY # MONOLITHIC / 5 0 S/F L/F CHEMICAL: % Timm OF TREATMENT: IN 9 APPLICATOR: BLOCK: UNIT: PERIMETER TREATMENT L/F RESIDENTIAL COMMERCIAL ADDITION GALLONS STEMwALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) GALLONS DATE OF TREATME ' TIME OF TREATMENT: APPLICATOR: zo f i / ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1- 800 - 749 -8588 FAX: 954 - 584 -6117 ADDITION TO EXISTING RESIDENCE Passed C51( Inspector Comments CC STEEL REINFORCEM F(1(eco ENT ' °-7 4 0-ie �,� Ae `+ i/ i - 7 Failed C orrection Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/29/2008 Inspector: Grande, Claudio Owner: MEYER, NICOLA & GUNTHER Job Address: 860 98 Street NE Miami Shores, FL 33138- Project: <NONE> Building Department Comments Monday, July 28, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 3 1 Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC Block: Permit Type: Residential Construction Inspection Type: Steel Work Classification: Addition Phone Number (305)981 -0540 Parcel Number 1132060142550 Lot: Phone: (305)251 -3000 Page 2 of 2 Martinez & Alvarez Architects 2211 NW 4th Terrace, Miami, Florida 33125 , - MartinezAlvarezArchitects.com ^- Tel: (305) 643 -6958 Facsimile: (305) 643 -9916 July 2, 2008 Re: Meyer Residence, Addition & Improvements 860 NE 98 Street Miami Shores, Florida Permit No.: RC -2 -08 -272 Inspection No.: INSP -88624 To: Building Inspector Miami Shores Village From: Ana Alvarez, Architect Should you have any questions please do not hesitate to call. Three TC -1 columns have been adjusted at the new construction south and south east footing locations due to layout considerations and transition requirements between existing building and new construction areas. These adjustments have been completed in accordance with and meet design criteria of the above permitted project. BUILDING PERMIT APPLICATION FBC 20 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 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) PJi' -+}601.4101 kELien. Phone # Owner's Address 1260 u£ cts Inter INTiv la JAN 1 1 1010 lip B .................... Permit Noi a 7 Master Permit No. 63051 1 - 7X7 (1 City 141A41 5 4 . 1a20 State ?L, Zip Vitt/ 33138 Tenant/Lessee Name 54140 Phone # 1-335) 4 / 24° 121 '3 Email NdeOf®1 e $ -J Job Address (where the work is being done) 4 260 lour City Miami Shores Village County Zip '2ji l FOLIO / PARCEL # Is Building Historically Designated YES NO 1r NO,PE tOU'N g .) Phone # Contractor's Company Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ['Addition ['Alteration Describe Work: * * * * * * * * * * * ** Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ***** r * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Flood Zone CO /CC .$ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Training/Education Fee $ Technology Fee $ Bond $ See Reverse side -+ ❑ Demolition Bonding Company's Name (if applicable) NIA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) • Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged., Signature , tp before me thi ti The foregoing instrument was acknowledged before me this day of ,20_,by who is ersonally to me or who has produced r� . o is personally known to me or has produced jl) 1 �. • LV1t1 identification and who did take an oath. NOT ° Y PUBLIC. • •The for oing instrument was ac day o , 2010, by Sign: Print: My Commission Expires: APPROVED BY `4 laps Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) Owner or Agent Contractor Signature as identification and who did take an oath. NOTARY PUBLIC: �� ,: ^.7,0, Sign: Sy'''`�1•j19 'LO` �• Print: t ` b Yy,4, 1: L ,,,�,*' �' My Commission Expires: W , Engineer Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAME: A PULA 4- (,'Ldkt1)lrtt /1.00- DATE: s'/ i///0 ADDRESS: =t Pt Ca 1"w` c Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3 -yi Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand That I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. , Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial �IJP 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial i/4 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 1,64 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial_ &fl 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 may contact the Florida Construction Industry Ucensing Board at 850.487.1395 or http:// www. mvfloridalicense .com/dbadoro/cilbfindex.html 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial V / 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4ucction Industry Ucensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be Issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1 day of BY04\49i{- ctjarr WN 20 10 Initial Initial Initial who was personally known to me or who has Produced there License or -- T - \ i £2-tl 1 � 0(0 . 11 . 2.00as identification. NOTARY PUBUC `i. CA/b llos #DD7:79 e� ` Ivvse► ' .23,2 L(iC4 PROPERTY LOCATED AT: b I3 4 6114' t 2 (Owner's Signature) e„mg DZ / (Print Name) State of Florida County of Dade: 11tioxii Vow ` i1149e eld9 V' outwear l' -c777711 10050 NE 2nd Ave JK JAS! 1 2010 Miami Shores, Fl 33138 v ` Phone 305. 795.2204; Fax 305.756.8978Y: •••® ®® www.miamishoresvillage.com HOLD HARMLESS At • property. 13?() Sworn to and subscribed before me this l )4 Notary Public, Sate of Florida at Large (Print Name) DATE: (�ly /0 As legal owner of ?ubject property, I request the cancellation of permit number 1 ag 02� issued to � 1e;iV1 Ex1 )Vt'ee l C, $ for the following reason: AlOOV ftn j clO c Date of last inspection: c� I hereby apply as owner - builder, or authorize (new contractor) RVY}e O to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. (Prime Contractor -Only if subcontractor holds permit or if change of qualifier) The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above 0 :roas r '4y�,C9��' Nicola & Gunther Meyer 860 NE 98 Street Miami Shores, FL 33138 Jonathan E Yager 10056 NW 51 Terrace Miami, FL 33178 VIA CERTIFIED MAIL — RETURN RECEIPT November 11, 2009 Dear Jay- We received the letter from the United States Bankruptcy Court dated November 10, 2009. Please receive this letter as our official notice that we herewith terminate our contractor agreement with you. We have not heard from you since the end of August, and are still dealing with the consequences of your unprofessionalism and inability to pay your workers and subcontractors. Until this day you owe us an explanation on how you used the first $ 80,000.00 we paid you. We also ended up paying for completing the roof, a position that was paid to you in full. We are upset and disappointed in you, professionally and from a human aspect. It is hard to believe that you did not have the courage to talk to us about your problems but rather just to walk away from everything. We will do everything in our power to assure that you will loose your contractor license, if you have not done so. Nicola & Gunther Meyer U.S. Postal Service,. CERTIFIED MAIL. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.com FFICIAL USE SO .44 Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees 0119 Postmark Here 12/13/2009. Sent To Opt NO.; *vow Yera or P0I3car No. Nat /J i City, State, ZIP+4 PS Form 3800. August 2006 See Reverse for Instructions dum o il y BUILDING PERMIT APPLICATION FBC 20 Email Contractor's Company Name Contractor's Address 'Contact Phone Archit Work: StRialiMi f 1LL jY Submittal Fee $ Permit Fee $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 1 OK 272. Master Permit No. Permit Type: BUILDING ROOFING' Owner's Name (Fee Simple Titleholder) gUtrina U { L Phone # 'o (i - Owner's Address b y O /v). 'U sr • City s"1 F0 1 /901E5 State F Zip 3 ( 3c Tenant/Lessee Name Phone # Job Address (where the work is being done) . � N qg S City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Phone # City State Zip Qualifier Name Phone # State Certificate or Re Certificate of Competency No. (if applicable) Phone # or this Permit $ Square / Linear Footage Of Work: rk: ['Addition ['Alteration ['New 11 Repair/Replace El Demolition r * ** * * ** * sir * * * * * * * * * ** ** * * * * * * r * * *Fir * *F * * * ** * * * ** qtr** * * ** * * * * ** * * * * * * * * * * * * * * * * *,r ` CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ CI' 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 4400 See Reverse side —* l OCT 2 2009 e;e • 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 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 Contractor The for : o ' g ' I • II was a owled ed before m The foregoing instrument was acknowledged before me this day of 1 A( % . , 2009 i , by ( / �` —� fr day of ,.20 by who is personally known to mgor who has produced who is personally known to me or - who has produced As identification and who did Jake an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: �� NOTARY PUBLIC: Se ' ! N. i �1 ��-•'• Sign: Jr ((��,, 4 1.- '' . ):. Print: ,k t W c..•_ e � A ,4 Pl My Commission Expires: 5 y,,' X40 9t4rie�It4esY5koY4c4cBYtk9F�l e* dtitsk�Yie $e4ePe4c *de4edetk9e ***m *�� k9z***** **tk*****aY kie4t k*d dtie*** kYttlt9edrit*tF*+k9edtat4e3c Jrk it dtdetktk A4eifrtlt?ti *** 4 Owner or Agent APPROVED BY (Revised 07 /10 /07XRevised 06/10/2009) 6347 4% - /efia • Plans Examiner Zoning Engineer Clerk checked 1SF 047 Rev 1 Quality Products On Time. LANDING TOP ELEV. 103 9116' 48y2" UP n II n 41%" LANDING TOP ELEV. 41 Sr I PLAN VIEW :MANUFACTURER - GENERAL STAIR CORP. 690 W. 83rd ST. HIALEAH, FL 33014 PHONE: (305) 769 -9900 FAX: (305) 769 -1207 • �'p}} LANDING TOP ELEV. 9e sls• 42" PROJECT MEYER RESIDENCE Y2 X 5" LAG SCREWS 16" O.C. Y2 Y2 X 5" EXP. ANCHORS 16" 0.C. �_�, ck STEEL � I_ vl m I MODEL CUSTOM CONTRACTOR / DEVELOPER • • • • 1A • • • • • • • • •• • i - • ' ' trr — i - •- • •„• ! , • . • • DRAWN BY: OV : SO:1T'- zERII' • • • INtEFWG l i b • •DATIISSUED: 2-4 -09 : tOLS• luo�IC I • •RE, E: �® orlaodo m. for tun consulting engineers, , p p a 7220 s.w. 39 terrace miami, florida 33155 ps.n us phone: 305- 262-6225 fax: 305-282-2014 SHEET: 1 OF: 2 .8 /L 9 @ • 8 °,{L6 9% •• ' '. � • 0 0 —Al .8/L9 'II9 • _ �� O Ai • • ••• • • 1SF 047 Rev 1 Quality Products On Time. LANDING TOP ELEV. 103 9116' 48y2" UP n II n 41%" LANDING TOP ELEV. 41 Sr I PLAN VIEW :MANUFACTURER - GENERAL STAIR CORP. 690 W. 83rd ST. HIALEAH, FL 33014 PHONE: (305) 769 -9900 FAX: (305) 769 -1207 • �'p}} LANDING TOP ELEV. 9e sls• 42" PROJECT MEYER RESIDENCE Y2 X 5" LAG SCREWS 16" O.C. Y2 Y2 X 5" EXP. ANCHORS 16" 0.C. �_�, ck STEEL � I_ vl m I MODEL CUSTOM CONTRACTOR / DEVELOPER • • • • 1A • • • • • • • • •• • i - • ' ' trr — i - •- • •„• ! , • . • • DRAWN BY: OV : SO:1T'- zERII' • • • INtEFWG l i b • •DATIISSUED: 2-4 -09 : tOLS• luo�IC I • •RE, E: �® orlaodo m. for tun consulting engineers, , p p a 7220 s.w. 39 terrace miami, florida 33155 ps.n us phone: 305- 262-6225 fax: 305-282-2014 SHEET: 1 OF: 2 QMSF 047 Rev 1 7/2007 2 - POWERS ICBO -ER 53330 DRIVE PINS X 3" LONG. 2X4 SECURED TO RISER W2 -16d NAILS (2X4 DOES NOT NEED TO GO FROM STRINGER TO STRINGER.) 14 GA. STL. STRAP (USP RT12F OR EQUIVALENT) DETAIL A STAIR TO SLAB CONNECTION Bd NAILS TO SECURE STRAP TO BOTTOM OF STRINGER (USE EVERY OTHER STRAP HOLE) USE HILT! - XZF22P8THB X 1" LONG DRIVE PINS DRIVEN INTO SLAB TO ATTACH STRAP 2 -12" DIA HOLES FOR USE BY THRU BOLTS 1/4" THICK X 4" WIDE STEEL HANGER m w 1/4" If DETAIL E STEEL HANGERS 45/16" DIA HOLES FOR USE BY41/4x21/4" TAPCONS 4" El 1" 2" N 2" X Y/PINE RISER 5 - 24 GA X 1 1/2" SCREWS IN EACH LEG OF 1 1/2 X 2 12 X 1/8" L ANGLE 2 X 12" STRINGER TO WOOD MEMBER RISER ATTACHED TO WOOD TRUSS OR WOOD MEMBER W/4 -12 X 5" LAG SCREWS THROUGH RISER AND THROUGH TRUSS OR WOOD MEMBER TO CONCRETE SLAB RISER ATTACHED TO CONC SLAB W/ 4 -12 X 5" EXP ANCHORS OR 6 -1/4 X 5" TAPCONS DETAIL B STAIR ATTACHMENT • • • • • • • • • • 3/4" FILLER 2x6 LANDING W/5/8" CDX PLYWD GLUED AND NAILED. MEMBERS ARE 16" OC MAX. LANDING SECURED TO BLK WALL W/DRIVE PINS. ©12" 0.C. CORNER MEMBERS ATTACHED WITH MULTI PURPOSE FRAMING ANGLE MP3 MIAMI DADE COUNTY 01-0417.11 EACH MEMBER CONNECTED TO EACH OTHER W/ STL. HURRICANE BUTTERFLY CLIPS (USP CLPBF OR EQUIVALENT) MIAMI DADE COUNTY 02 -0102.05 2 X 4 SECURED TO B IS AI •• • 3P RCCICt1O 33O X • • •• ; 3 "OgtGIV0RINS(c$ 24" 0/C • • • :AA SEO 1 E (4 Pc W /ONE. (1) 14 "GA. 12 "STRAP W/8d NAILS (USE EVERY OTHER HOLE) • • • • • • • • • • DET, L,I • , • • ••:LAN NG POST, WALL AND SECTION 5 4 SOUTHERN YELLOW PINE #2 TREADS (ACTUAL THICKNESS IS 1") 2X12SOliTHERN YEL(;OW PINE #1 KD.19 STI2INOER CUT, TO RECEIVE TREADS RISERS 12" CDX LYW00D RISERS 2X2 BLOCK 6" TO 12" LONG S NAILED & GLU €D Tb mat) 8 ° RISER' PLACED ON CENTER AF TREAD QETAIL C CUT STRINGER 4 "MIN STRINGER BRG. 2 X 12 STRINGER ATTACHED TO LANDING W/ ONE 14GA STL STRAP (USP RT12F OR EQUIVALENT) NAILED TO LANDING W /4-8d NAILS AND NAILED TO INSIDE FACE OF STRINGER W /4-8d NAILS USED EVERY OTHER HOLE ADDITIONAL BEARING MAY BE OBTAINED BY ADDING A 1X WITH 8d NAILS OR A 2X WITH 16d NAILS USING 3 NAILS VERTICALLY ALIGNED ©12" O.C. 12" OC 4X4 POSTS SECURED TO SLAB W /STL POST ANCHOR (USP D44 OR EQUIVALENT) SHOT W/DRIVE PIN B & NAI ! TO S ID GSC Quality Products On Time. MANUFACTURER GENERAL STAIR CORP. 690 W. 83rd ST. HIALEAH, FL 33014 PHONE: (305) 769 -9900 FAX: (305) 789 -1207 PROJECT MEYER RESIDENCE MODEL CUSTOM CONTRACTOR' /.DEVELOPER : $OMJ I r9�K1N • 6NtINtEF1ING L• • • C6k194'RUCTION :;0.0-60i BY: OV _•• •SCANS: N.T.S. • • 2-4-09 •REV SATE: • ECiiT�OI S1- (?1 m. fortun 1 consulting engineers, pa. 7220 s.w. 39 terrace miami, florida 33155 phone: 305-262-6225 fax: 305- 262 -2014 p.a 22249 1 SHEET: 2 OF: 2 PERMIT #: go • - Miami Shores ViIIa•e APPROVED BY DATE ZONING DEPT 111MBIOMI WITH ALL RULES AND REGULATIONS FEDERAL BLDG DEPT SUBJECT TO COMPLIANCE STATE AND COUNTY 0 r • • • • • •• • •••• • • • • • • • • • •••• •••• •• • •• • • • • • • • • • • • •• t 0 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) Phone # Owner's Address f.4 yEcomEmEiTi Permit No. JUN 11 2009 lter Permit No. te,c-. 2 • t _ 2. Z. City . eh. h ,c c.ggn.1 State zip 33% 3 S Tenant/Lessee Name Phone # Job Address (where the work is being done) 61.00 14 'IR -- City Miami Shores Village County Miami -Dade Zip 3,134 FOLIO / PARCEL # Is Building Historically Designated YES NO ie Contractor's Company Name Contractor's Address City ...o�t.. ttcstyL.t.) State s-- Zip 3 3 %' Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Describe Work: arCliteTtouo Phone # 7� - DA. 5.72. - 70o Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ . s+.= Square / Line rFnotag. Qf W rc . 1 t, Type of Work: ❑Add' teration ['New ❑ Repaic/Repl`ace ❑ Demolitt "..rg . f44-• 4►k..3' ..Ze.•De'i `.. toNt1 51 o * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***F * * **** *********4:*************************** Submittal Fee $ Permit Fee $ CCF $ C9fee Notary $ Training/Education Fee $ Technology Fee $ Scanning $ '62"00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Zit � Structural Review. $ Total Fee Now Due $ ' See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City . State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature cl g / air Owner or A(ent going i n t r u m e n � t y was acknowledged b e f o r e me this / ( The f o r ing instrument was ackno ledged fore me this A , 20 `!" 1 , by , day ofi�. , 20 by �� , ersonally known to me or who has produced who is ..ersonally known :. me or who has produced As identification and who did take an oath. tification and who did take an oath. My Commission Expires: (Revised 07/10/07) NOTA ' Y PUBLIC: Sign: Print: • s ��TEO� t �ylles My Commission Expires: lyO C.c° i=l= °13 P° cost , * *a * * * * * * * * * * ****** ******* ***+ x****** *: x******: x***** **+ x******** *********•x•x*:x**** ***** *4 >I ** * *** $00 APPLICATION APPROVED BY. 'O ? Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Master Security Doors, Inc. 702 South Military Trail Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "EX3" Outswing Steel Security Door L.M.I. APPROVAL. DOCUMENT: Drawing No. 05 -370 titled "EX3 USA Outswing Door Large Missile Impact Resistant" Sheets 1 through 11 of 11, prepared by Tilteco, Inc., dated 09 /15/05, with last revision on 02/27/06, signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIING: Lege and Small Missile Impact LABELING: Each unit shalt bear ` perrm raent label with the manufacturer's rer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otE.enNise 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 wild occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufa :sire :;b 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 cumber 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 dis ;played, 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. Ft is MA .cc is of tl is jge 1 and evidence pages E -1, as well as approval document mentioned above. The sutinial dodrtotati; n was reviewed by Jaime D. Gascon, P E. • • •• •• • • • • • • O • 4. • •• •• • • • • • • • • • • • •• •• •- • • • • • s• • yC�ro • • •s• • • • • • • • •• • • • • •- • - •- • • • •• •• -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER ST ` ET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 05- 1121A3 Expiration Date: April 20, 2011 Approval Date: April 20, 2006 Page 1 Master Security Doors, Inc. NOTICE AC L CEPTMCE: EVIDENCE SIIIIMITTEW Manufacturers die drawings and tions. Drawing No 05 -370 titled "EX3 USA Outswing Door Large Missile Impact Resistant" Sheets 1 through 11 of 11, prepared. by Tilteco, It c., 4ated 09/15/05 with last revision on 102(27/06, signed and sealed by Walter A. Tillit jr., P. E. TESTS ALCULATIONS'` Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Tilteco, Inc, dated 11/17/05, signed and sealed by Walter A. Tillit Jr., P.E. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). Test reports on 1) Air Infiltratian Test, °per FBC, TAS 202 -94 , . 2} Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4)-Large-Missile-Impact--Test,-FBC, TAS-201-94— 5) Cyclic Loading Test, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411'3.2.1, TAS 202-94 along with installation diagram of an EX3 USA Single Outswing Entrance Door, marked-up by American Test Lab of South Florida, Test ltepors No ATL 0531.01. 05,dated 11/09/05, signed and sealed by William B. Mehner, P.E. and Henry 1 attem, P.E. MATERIAL CERffiL ICA1IONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco a extron, Inc. for "Tapcon Concrete Anchors" dated 03/09/06, expiring on 01 /08/11. • • -. •% ' tiat • Florida Building Code (FBC • •• .• • • t • • ..'• .. • •• . • I• •• •• • •.• ••- • • • • •.'• • •• • TIER 1.. Letter from the consultant, dated 03 /22/06 - stating that the product is in compliance • •• •. :. • ' • •• • • • • •- i •• • • • E -'1 - dated - 10/11105, - . Gascon, P.E. Chi ef, Product Contrtrol. Division NOA No 05- 1121.03 Expiration Date: April 20, 2011 Approval Date: April 20, 2006 STATEMENTS I ' Statemen ee er a"n75 fiina tial"'' fierest "issued =by signed and sealed by Walter A Tillit Jr., P.E. ... Statement letter of conformance, dated 10/11/05, signed. and sealed by W A. Tillit Jr.; P.E. = - = • • • , : O u t s w i n g single door, larierntsfiltapact resistant s h o w n on t u t s Product Approval Doceme01: (P.A.D.) b s been v for •p a c ;s aceordattcs�aidi* 2004 edition of the Florida Balding Code with the 2005 supplement. •Dbsr*y be na1n1Ieii F gljVelocity N � (H.V.H.Z.). Design wind loads shall be determined es per section ilf4he above mentioned code. In order that anchors antis P.A.D., as tested, were not overstressed, a 33% increase in allowalibesloisejor wind luefstmeanot used in their analysis. A duration factor Co = •1.60 was used to verify itaieneS in wood. • • • Thi - s3e�fs adequacy for impact oyoli has been verified in accordance with section 1609.1.4 of the above mentioned code, as pePTAS 201, 202 allida2.3•AlscoIs, per ATL Report #0531.01-05, and as per submitted calculations 'Iterftlhited asper�tectione1412 of the Fil tingCode • • 27 Mali Design Prts r hating: +S50 efe • I`fii plessnre �ittogIblectl valid if law is assembled with required hardware indicated on sheet 2 of this drawing. 3. This Poor is approved for Air and Water IniUtration. This c pprtival 1s 0013 t ali:1 . .1 door l'3 sealed with tequ feu €aoketing and weather stripping as ■idioaitu on Bill. of Materials on sheet 3, and sealant specified on General Note 10 below. 4. This Door will not require a Hurricane Protective Device. `. Word tuck: by oil e s, and tora-i be properly nchoied to transfer loads to the existing structure. Wood bucks must be Southern Pine 42, with specific Gravity G equal or greater than 0.51 6. Anchors for fastening door subfmme to existing stricture must be as indicated on sheet 1 7. All wcldirg to conform to the 2404 American settling Society AV.'S 0)1.3 and AWS D1.9. Regulations. Us: certified welders. 8. All screws used fur assembly connections (metal to metal) to be stainless steel 364 or 316 series or corrosion r sistant coated carbon steel as per DIN 50013 with 50 ksi minimum yield strength and 90 ksl tensile strength. 9.1' 11 tinny componcliu.: for this door system shall be as indicated on Bill of Materials on sheet 2 of this drawing. 10. Sealing off door components shall be as follows: Sealant: 1Fraure: The interior and exterior perimeter joints and all frame connections shall be sealed with silicone sealant The two sheet metal 45' angle shaped sections at the corner key Oa be sealed to each other and to the sheet metal fabricated corner seet3on EilkiD.Ii: s1ktti. The 6'0 :' ,1 i ne at the ;ill shall be sealed with srllocue sealant. Hinges shall be also sealed to hingejamb with silicone sealant Sulr -fse axe: The itite mr End. exterior perimeter joints and all tali -'dame connections shall be sealed with silicone sealant Sub- frrrno shall be also E_eled to the frame with 5ilir0ne sealant around the exterior perimeter. Sub -frame shall be sealed to the wood buck using silicone sealant. Duo. The beerier and es tailor };urrn tea joints and all dour summations to the train casing at the top rail, bottom rail and stilts shall be sealed with sificc e sealant. Iliages shall also be sealed to hinge stile with silicone sealant. The plyWood panel on exterior side of door shall be sealed around perimeter of the top rail, bottom rail and stiles with silicone sealant ' 11. Frame and Sub -frame Material: Hot roiled steel DD12 Reference EN 10111 with Tensile Strength= 59,100 psi; Yield Strength at 02 %= 52,300 psi; Ultimate Elongation 33%. 12. Door Material:, Hot rolled zinc plated 130151 + Z100 (275 CM/Ma 0.6 07/Fta) Reference EN 10142+ A1-97 with Tensile Strength= 54300 psi, Yield Strength at 49,600 psi;.Uhimate Elongation= 23%. , 13. ASTM Designation for Steal: Equivalent toASTM A 653 CQ Grade 50 at frame and ASTM A 653 CQ Grade 50 at door. 14. Galvanizing type: G60 15. L' t LC: no Woad Cind rauols: 0250 (1/4 ") thick plytvacd, oak, pine, mahogany, Douglas fir with 10 nuaeimum moisture content, painted with minimum of two (2) coats of water based vent:, _c, ,.: _i ctive impregnators and coatings for outdoor installations. 16. Duur's nianufaciurer label shill be placed on the exposed surface of door's frame or sob fiau'4e. One Label shall be placed for every door. Label shall read as follows: Master Security Doors, Inc. Deerfield Rauch, NT Multi Deoa County Product Control Approved. • 17. a. Tiii.. P.A.L. prepared by this engineer is generic and does not provide information for specific project; i.e., where the she conditions deviate from the P.A.D. b. Couiracior to be responsible for the selection, purchase and installation, including life safety of this prude,.:, Lar.cd ea ;ibis P.A.D., provide he /she does not deviate from the conditions detailed on this document. Corciruction safety at site is the contractor's responsibility. c. This P.A.D. will be considered invalid if altered by any mans. d. This P.A.U. shall bear the date and original seal and signature of the professional engineer of record that prepared it. 11.: i euals, ;„eluded but nor limited to steel / metal screws, that cone in contact with other dissimilar materials aka!: meet the requirementz of 2004 Florida Building Code section 20018.4. • • • • ••; �•• • • ••• • • • .. G NOT S L ALLY 1. .4i� F y, r 1, t1UCTU L 5Cv' aGC ;Ell Fk, LUCd1C. 44167 ... r i'utjh J . 1 L1 ECO nee\ TlLLIITESONG a EN©INEERIN3 00MP 8388 NW VP STREET, FE. 308 MiAMI. Romania !c ri rid�E tj' t� "t 0 W z 6'y etteleteeletemetilagat tie Fte:r�a uev 0 roo� ttmC D BY tie DRAWING �7 DRAWI t] N e SHEET 1 OF 11 tNff 04■44.-17-•51N tic0.41Nel) - PANIELt20(1•4# (1 - PANOL.115P, t4Trom.s.s1114 RAILS 40044:•-i** 111R ttstfIRR PRRINIT5TiRONI it.trOttoRAkic. ekTifRIO,R** wet-DS/kr tDcATIF•AV:(1.)ATV ile*goavrtor>, flisKt to) we't.a>s Ar4 3/4' (R) W DpsD zo RAIL.MCIf LOP-,ACIVP {1.) 0/g4+4 1 .0C14 - fitt , Fwp Tk5fbli.:1 . Ezzi%!TP1$6tAtf..;si-tob tzsmiz,reipsr,441:: SI-4615171.1, - ' • . . st,p 1 ter , , r.1 a `r.. *its • • - • • 0... • • • • • ST TOLL sn. WIA521>vofR-M LV. STE•eL /lair 16** TLLITTE•TINGARIGey. tatAlit' • •• •... • • • •••••• •••1. • • . ••••• • • • J T On . I•••• 7�• • `•4 • • O O i • r •• • • MAX1444.4 VAN3L WI/DTt0371/2° •••••• ' D vy 0 0 • or • ;. •• •• : • • • - •• • .• • a 19 ' 0 M.4x oveRAL2..FleAms WIDT- 405/W 0 111 ° ° (Tr (2) LOCATIONS, TOP) 'COTTOM) 0 0 0 0 I 1 1 ed it 27 7.0 Q T>E't" T P (10) 1- OCAT1ONS 26 1f)0 OR_ r •;5 _ / ✓I L '/ F 41 VARE . t A. wag T aC2., KE.1p.00IR. CON N ECT1 tit (EX 1 I OR. 5LEVATIUN)' .500 27 U) 7.25'0 .k STRUCTURAL I CW"C➢ EER TO DOOR. . FRAME 6 I )010. _FL. LtC.N®. 44167 s t,{79FRAfrt CON NECT1ON.TO EXIST1N RC 1 - 14.85 ( €XT•e.Rt R ELEVATION) MAXIMIAM itiN01 -FOR ST>ACI NCj'.S''$04+5Nbt.Ll; FORSV3FRANI ANCt#ORA4 TO EXrSTtNG sTPG(,eT1.tR6 DOOR- FRAME JAM 3S S SILL Dt~514N: LOAD 100 PS F >100 TO 200 PSF 1 1.0' 0.0. sa.c 6 :A To 12 -+• >100 'O 200 PSF ANCHORT'(P 6 3/S' O.C. 2 17 3/4' O.C. .g° o.c: 8 3/> 0.C. VALIT) Ftitk'6r/1-r6R POURED CONcT� 4 v, CONCRETE •LOCtC, OR WOOD SU85'fRATGS (REFER. TO ANCHOR I. - 4e'ND) MENT ASTM -3' MIN, Ts b= 3.0 1051 RETE Ee/.4361). . h112`�, (WOOD), ANC4-tOR LE jjEND L 1/4 TAFCON ANC_ 4tOF S,'&`( EI.CO TEXTRON W / - 1 i14 MIN. EMBED TO F'c = 3.32JSl CONCRETE, OR C-90 CPNGRETE SLDC.LAND WtT EMT 1 2MENT TO W(2OD SLt'gSTRlt W/ 4 7 = Q.S A�IIAi r'DE AISTANG 2 1,/2• (MASONR'() AND MIN. ED4 DISTANCE {WOOD) • 2. 3/8` TAPPERS PDWE1Z I=ASTN UPS, INC7 W/1?!4' MIN. GM'S6TSMENT TO F CONCRETE ORASTM Cj0 CONC 'BL.00N WALL AND WIT 3' MIN, To WOO2 s1 STffATE W/4 > 0.55MIN 6DC�6 DtSTANC6= 41/2' (M.ASC MIN.' EDCj6 DlS"1 i?cNCE 11/2,' = PERtME i bK. AST6N5R (.00ATIONS (S56 ANCI - I01 7 2 11t1,S :SH'EE1' ) LrX F"l t Appreved •pf16 Raab atm 1"- ,I Mud DA9r 1:4 ten ter gel i p 05 -370 DRAWING N SHEET OF 11 O sass r1W 36&STRE4TSTE MIAMI,ROAIDAa3tea • • •• • eMA C N y t Nsi- LL.ATI o N • ( • • i a.: (.:MINIMNM e4 T ISTANC.86 (SEE misers) • • • •••••• •■••■ . • • •'••• • i • • • •••• _. ` "- (sue N0T55 /1) .SEAL MI - 0 i/4° O TAPCON OR. $/8 0 TAPP 1 REFER TO ... SKEET3 FOR SPACIN4 AND LOCATIONS RiEloTt 1% pr , V.uGd SEALANT 12 SRAM LOCI. ST7L6 essrAr :t/2°,93%4' 9 3/4', o 1/2' (5) PER TOP RAIL 1• PRAM LDCIG SSN_6 RESTAT 4 t/4'. 4 lir, S V8'0 1/2', 4. 11g", 4 ]./E' (15 PER.B.OTI'OM RAIL 114' O TAPCON J OR.3 /8 0 TAPPER. RE;=E'R. TO 5 H'EF.T 3 Foe SPACING AND LocArtcNs WELTER:A °i LUT JR., p E sTRucTieot, .cavi lEFR FL. Lt^.!.10: • • ••o• • • �_ ' - 1 e L .. 0 11 6XTOR.IOR 630 26 MST, STE. MIAMI, FLORIDA Mail 6"6 CKFiYE fi GJl1 cra 0 11 .A 05 -370 DRAWING N °. SHEET 4 OF II MIN. ED�6 AlsTAN 7:/4' fRDM WITUM RA L 1b S/4•, 353,5/$'.:45 y /8° ($) d sr Le + (2) 1/4 -28 X 0,7V° ft LIEN M.S:,' (1) @ 31 L/5' FROMSOT Mt PAL, OTHERRT203/4 0 OD 1NSTA1 cAytON: 2• MOM TOP :RAIL. - 7-' TR^QM- SOTTOMRAtt_ (2) PER:1-111 y/4T/s7�coN,at tn a cxnrn oat 305 3 /0 TAPPERS fLORIDA33 89 RsFEh' 'OsI ur 3; FOR. LOCATION E$ (dal,'sc .1t. p -111 5XTERtoR EX - R- c?R • • .•• ••••' - • .: 641 MIN. E g h.46 'DtsTAatits. • • ::: T' l3) • • • • • ••. • • • tie••• • a ice_'; • • le • • °O •TArCON fSR /8° - ' - 1, ?PER S' RTOst4E LOC.4T1ONS ::•••• ' e 0 .. O. . • •:- ••111.01110 ••••••• • •• • '0•406 .• . • 1. y• • • - .• • .... • • w..steve. ' • .SZAL;e: FRU - _ • - WO* 1.;••. ••...:: • .- . .. • M4 X lOMM P- LLEN'sCREW, CORNER 10E`( TO F1AM6 I4EA? (2) pmt GIP 0.229 0.670 IL ECO etc. 1U r TESMOMISORINGCOMPAW ' G 65 t4iNS! SIREEt STE.'3 WW1, FLORIDA ticF N6E '1 . oi6ai c Q5 -370 DRAWING N° SHEET ..8OF11. • •■■■ • • • s -. • •■■• •�j` • •• • •••i •4••:• • •• '•• • . • •••••• • • .: ••••. • • • 0004 O 'Opole** • •• ' • •• 0 • • • •,4, 5. 3.1 .20 A F r tCH TO LOCK ST1L6 W/ (2) 3/4 X 1/2' FH-AI L N SCR. • (2)' Tt6al%t.rR /T LOCk. STI LEr, LOCK. ( ITS P OATS . SCAM 114 0.708 134 D sCRtp710N TONS 141 t-ow . wag SuAE BOLrs IL EC +NC. ruKTESTING1 cir r xii: o r� cops/ SP STREET, S[E. Ow, RDAIDR Wee -4 5 5 ) - ' . 0.40 - -- 9 44E - ` '075 /L4. 2.160 v _90 /tk ) 2. 3613 2.520 - s 0 .31D /NA. �) x.520 STRUCTURAL LIC �N ,p �� /q E 1 FL. O 44198. �y 05 -374 LOCff STRIKE P4Af� ..-"'"-4------- z" DRAWING N° ADALS. 342 2 200( . SHEET .9 OF 11 0 :39 0 ' .« • - -' 3 030 f--I-IM4E MAL " S6ALE2 hPAU 0.320 ~564. 0.470 DFA .' 0.430 R O.ff3'It - 0.705 (g.a) t1 M4L (6:3) Hi 1 FMALE 0.310 0.380 :..' 0:435 —0- ITEM R1 seRXPT ION 67MANTTT' ( 1 I ass^( 2 /.454'`( I/ ASS"!: PIV©rron a /ASS'y MS )C 214.3Y. ALLEN F- - Ass'y -. 6.1 HtM4GMAL6' 6.2 SAGIL6R.PLAT6, �.� HI S• FEM.L6 x 1.975S001461 i L 6�o aic\ "@.LITTESTYNI & MOWING c0MPA 6355 u STREET, STE. 3e s, 6AfAY�I,'FLOP. DA 33168 C13 Li c a k !fo .1-11 •.• fr�,��Jo.�aa 0 • :w .. • *a.., . ' o 44�' f S. W 1 CPO OW 04y0 COJ'4PR5SSION = jA$IGe1 SCALE: 1.0X WALTER A. TEM JR., p.0 >. STRUOTURALEETENEEK FL. UC.NO. 44157 0.048 0.256 O4 WW R FRAM e'StLL_ 1 FRAMSJAMS CON'ec ION 4.641 0;436. n! A1>) 1R Y N` 1 CUP t- SCA LE: 1/2 /I li.,Hp° a \ RUT TESrwa & ENSINEE"RING COMPAQ 8355 NW 38" STREET, STE.3E6 malt, ROlivosiss ix( At u(00411 /- EWE (,/'9 ,//. .f /:�Fcj MIAMI � � a , T M nz, N , F LORID �° �°�% � 1 MIAMI-IDA CO u METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO}� JUN 1 1 2009 ) .i 40 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 BY: e _.o COMM v� (305) 375-2901 FAX (305) 375 -2908 NOT1C7 F ACCEPTANCE (NOA) www.buildingcodeonline.com Mast n Doors Inc, 762 =r ` -` 'rts ry Trail Deerfeld each, Fla. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The docu- -. - t ion submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the 3c. _� i of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Ac:t_::;_ _1 &aving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right. to have ti .s product or material tested for quality assurance purposes. If this product or material fails to perform in the accept- dmanner, the manufacturer will incur the expense. of such testing and the AHJ may immediately revol n Jiff, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revol-se acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material falls to meet the requirements of the applicable building code. This prod. ?vt is approved as described herein, and has been designed to comply with the Florida Building Code, includ_zig the High Velocity Hurricane Zone... DEs it`r ` 'IItON: Series EX3 Inswing Steel Door API RITY- =`_ . DOCUMENT: Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile Impact Resista_.'.. sweets 1 through l lof 11, dated 11 /10 /05, prepared by Tilteco Inc. Till it Tasting & Engineering Company,. signed and sealed by Walter A, illit F.E., bearing the Miami -Dade County Product Control Approval stamp ,, it_: she Notice of Acceptance number and approval date by the Multi -Dade County Product Control Divi,si . 1. _MTACT RATING: Lari ge Liald Small Missile Impact Each unit shall bear a permanent label with the manufacturer's name or logo, city, stage and follow -_ .g statement: "Miami -Dade County Product Control Approved'', unless oznerwise noted herein. RENL N I, of this NOA sha °_ e considered after a renewal application has been filed and there has been no change in the applicable , .ode negatively affecting the performance of this product. TERM 'N LL 'I'1ON . a ,`ccur after the expiration date or if there has been a revision or change in the materials, ,,.se the product or process. Misuse of this NOA as an endorsement of any any other purposes shall automatically terminate this NOA. Failure to comply with ar• A shall be case for termination and removal of NOA.. The NOA numbor preceded by the words Miami -Dade County, Florida, and followed by may be displayed in advertising literature. If any portion of the NOA is displayed, then it rhali ntirety. "ON: A. copy of this entire NO.;-L snall'be provided to the user by the manufacturer or its distributors Yai 11e�fo; in pee ode at ie job site at the request of the Building Official. This i .^_., *f s g $a$drvi. ences E -1 as well as approval document mentioned above. The „c '3II on nPatron;wtglevit -4 ed by Herminao F. Goaitale ;, P.F. Tigre �C dor of B.C. O. •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • •• • •• • • • ••• • • • • ••• • NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: Fe bruary 23,2006 Page 1 /Ir n.ster° Security Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU MITTED A, DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile Impact Resistant ", sheets 1 through 11 of 11, dated 11/10/05, prepared by Tilteco Inc. Tillit Testing & Engineering Company, signed and sealed by Walter A. Tillit, P.E. B. TESTS . Test reports on 1) Air Infiltration Test, per TAS- 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC TAS 202 -94 4) L'rg, Missile Impact Test per F? C, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant test per FBC 2411.3.2.1 (b) 202 -94 Along with markrti -up drawings and installation diagram of inswing steel door, prepared by American Test Lab of South Florida, Test Report No. ATL# 0705.01 -05, dated 11/09/05, sigri and sealed by William R. Mehner, C„ CALCULATIONS 1 Anchor Calculation and Structural analysis, prepared by Tilteco, Inc., dated 09 /09/05, signed and sealed vy ';v /alter A. Tillit Jr., P.E. D. QUALITY ASSURANC 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Aceeptai:cce No. 02- 0503.07 Issued to Elko Testron, Inc. for "Tapcon Concrete Anchors" dated 09/05/02, expiring on 01/08/066. F. STATEMENTS 1. Statement letter dated October 11, 2005, "No financial interest" and conformance, signed and sealed by Walter A. Tillit, P.E. G. OTHER 1. Letter from the consultant, dated January 20, 2006, stating that the product is in compliance with the Florida Building Code (FBC). •• ••• • • • • • •• • • • •••••• • • • • • • • • • ••• •• • • • •• •• • • •• ••• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • 00 •• 008 • • • ••• • • E -1 Hermiuio F. Gonzalez, P.E. Product Control Examiner NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: February 23,2006 12. Door Material: Hot rolled zinc plated DX51 + Z100 (275 G/Mr 0.6 Oz/Fta) Reference EN 10142 + A1-97 with Tensile Strength = 54300 psi, Yield Strength at 49,60481; Ultimate Elongation= 23 %. 13. ASTM Designation for Steel: Equivalent to ASTM A 653 CQ etude 50 at frame and ASTM A 653 CQ Grade 50 et door. 14. Galvanizing type: G60 15. Decorative Wood Clad Panels: 0.250 (1 /4 ") thick plywood, oak, pine, mahogany, Douglas fir with 10 -12% maximum moisture content, painted with minimum of two (2) coats of water based varnishes, protective impregnators and coatings for outdoor installations. 16. Door's manufacturer label shall be placed on the exposed surface of door's frame or sub- .frame. Gnc. Label shall be placed for every door. Label shall read as follows: Rfaster Security Doors, Inc. Deerfield Death, 11 Miami Dade County Product Control Approved. 17. a, This P.A.D prepared by this engineer is generic and does not provide information for aspecific project; i,e., where the site conditions deviate from the P.A.P. • _ b. Contractor to be responsible for the selection, purchase and installation, including life safety of this product, hosed on this P, n., provide he/she dor not deviate from the conditions detailed on this document. Construction safety at site is the contractor's responsibility. , c. This P.A.D. will be considered invalid if altered by any means. d. This PA .D. shall hear the date and original seal and signature of the professional engineer of record that prepared it • .e'•yf,.rg;!c t.mi''fice�• ^ ioliiMn of the Florida Building Code, Meer he iostell l #t Velocityile ra te Tor .inn wind loads shell he determined as per section 1620 of the above mentioned Side. In orler to verify that enders on this P.A.n., as tested, tyre not overstressed, a 33% increase in 1IIEMc stresses f!' intrfheads was nt usid in iteir analysis. A duration factor Cn =1.60 was used to verify fasteners in wood. • o This door's adequacy for imswit and cyclic resistance has been verified in accordance with section 1609.1.4 of the above a Wigged code, v asTAS 1, 202 al?21:14plio?000ls, per ATL Report 40708.01 -05, and as per submitted calculations • pealiateed as pe'se•tion 16W ofthe Fistb1. uW ng Code. • !AaaDesign ti grstatlag: +.' ,!/bQget This sure ratite is only valid if dot•1•i9kesembied with required hardware indicated on sheet 2 of this drawing_ • • 3. This Door is Ai approved for Mr and Water Infiltration. T h-t1 lttroval ; oiil ,q;id if doef'?sli!atti with required gnsketing and weather stripping as indicated } *}}} :Ala Bill of )1 atmr'Rk eitnheet 3, cad settltlnt specified on General Note 10 below. � {••T • •7 - Ulf — 1 • II d drip, Door vrft aro- mire. c Hurricane Protective Device. i ",rend hreire i.y others, and aaim be properly anchored to transfer loads to the existing structure. 1 Wood bucks must be Southern Pine #2, witb specific. Gravity 0 equal or greater than 0.55. 6. Anchors for fir door subframe to existing structure must be as indicated on sheet 3. 7. All welding to conform to the 2004 American welding Society AWS D I,3 and AWS D1.9. Regulations. Use certified welders. R. All seraws used for assembly connections (metal to metal) to be stainless steel 304 or 316 series or corrosion resistant coated carbon steel as per DIN 50018 with 50 lest minimum yield strength a 90 kai tensile strength. 9. Remsininr components for this door system shall be as indicated on Bill of Materials on sheet 2 of this drawing. 10. Sealing of door components shall be as follows: Sealant: Promo The interior end exterior perimeter loints and all frame connections shall be sealed with silicone sealant The two ,,,!,, n< n ^1e h s,r sr�•t, rr ,t 4, -can r c ley rtt a 1t he staled to each other end to the sheet metal fabricated corner section with, , slier'- .r 1 •t• Titc two steal sections at the ill shall be sorbed with silicone sealant. Hinges shall be also sealed to hinge jamb with silicone sealant 654i.-frarric: The interior and exterior perimeter faints end all rub -flame connections shall be sealed with sllicone sealant. Sub . coning ^hall be al no scaled to the fr,mn with silicone sealant around the exterior perimeter. Sub -frame shall be sealed to the wood buck using silicone sealant !)o ^ -• Tits interior rnd exterior perimeter joint: and all doer connections to the main casing at the top rail, bottom rail and Miles shall be sealed with silicone sealant Hinges shall also be sealed to binge stile with silicone sealant The p rr s-1 ,r7 r side of deer 5 be, sealed around perimeter of the top rail, bottom mil and stiles with - .11,,m; scalcnt, The lot -rior :cad extcrlcr ecolmrter joint and all frame connections were sealed with silicone sealant. The sill flashing was seated to the door panel with silicone sealant • •t can r., :__.i C NFRAL ND I tS s.... r ,.. r_,. tleel ,- ,..,..i 2ith 55.400 psi, Yield Sucngth of 0"% - 52,400 psi; Ultimate Eongation 245 %. ?ALTER A. T LUT JR., P.F. .17itICTURAL. ENGINEER FL, LI(: f■1O, 44167 Q�i ue C 00 A 00 00 on r O 00 05 -371 DRAWING N° SHEET 1 OF 11 0 BILL OF MATERIALS I IT _ •• rt= SCRIPTIr�P I • • • • • • • • ^,1ATFT<IAt 7r/ ('.(?1 1r. t.t ! , ,- - ,l'. @[ ,, i [ij &i )N _ ENGINEERING 33166 CO HAykyySETW/DERA$Ot. • MSC 1 ^ ' tci. F- w (s NOTE 48) 0.250 T1 WOOD G > =0 0.250 THIG. WOOF G >= 0.55 1 1 _ ATTACI -tED TO ITCM WITH LIQWD NAIL , -1144.0 ff ATTACHED TO ITEM= WfTH U2I4J NAIL GLUE `t 2 IN I blelcm.pANeL (s9E HDTV 4 FRAMt JAM11.S HEAD HR. STL WI A52 PVC FILM 3 • • •5 -- 6 .45 KE`‘ • • • • GALV. STEEL 2 � .,.,_ -// R6f6R. TO SHEET'S It ••6 • • C Htt46ASSIkM'BLy .STEEL FIBERGLASS STEEL 3 A/R 1 R.6FER. TD SHEET 10 & / / i/ PANEL CAVITY AT LOCK. STIL6 MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD LEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561 -499 -7558 ROCKWOOt • • 1. 9 • • IRA of.(*iRRll- POIN7.LOCK Hou5W4) • • 9/16 1/8' OPEN CEl L • FOAM - EPS A/R W /ADHESIVE BANGING AND GLR17, TO COMPRESSION GASKET ' i o PANEL PAM -IEL. S7S' � " S07T01+l•.!"AL •:AILS STEEL H'R STL W/ A52 PVC-FILM STEEL. 1 4 19 1 AT HINCESTJL6 PAN 6I A55 "( SCREW REFER TOSHEET9 11 •• ` 12 #51( T '?44MS. • • • 7^ C1SA LQCK STEEL � •• 4 SA F-KIN , T 1?A • GALV. ST HR STL VV/ A52 PVC'FILM 2 ry H N TOP IP-MAW SILL REFER TO SHEET F -15 , . RGAcR PANEL PLATE HOT RL'LLEU 57 EEL 0 . 0 ' 9" TH SPOT WEI DED TO IT E M 2 IN TH5 LACK, STILL. WITH 7 WD ROWS OF SPOT WELDS, 4" APART, FIRSTROW AT 5/2° FROM L 0CL STILE. EACH ROW WITH (8) WEI ''s, LOCATED (1) AT 1. 112° PROM TOP R AIL, BAL ANCE AT 1371', 17114 °, 16 °,'3 /4•, iv, 10 3 7-v, 16• ANA ALSO SPOT WELA5P TO ITEM itl IN - r - H6 HINGE STILE WITH ONE ROW OF (6) SPOT WELDS AT2 1/2' FROM HINGE STILE, AND AT21/2' FROM TOP RAIL, WITH 'BALANCE AT14 1/2', 1 - , 177/R', i8" AND 191/2 °. I MODEL: EX3 USA INSWING DOOR LARGE MTSSII E DRAWING: ELEVATION arsTOid IDS 1 DRAWN BY: ET SOIOT/ I h -- L�'(I 17 FRONT PANEL FORMED PI ATE HOT RDLL_ED STEEL 1 0.059' TI-JK, WELDED TO TILE 87 EFL FORMED SECTION AROKND T1 ENTIRE P6R.IMb I 77 ON INTERIOR AND EXTERIOR SIDE, (20) WELDS AT EACH STILE, LOCATED AT (1) AT71 y8' FROM TOP RAIL, THEN (19) WELDS AT4314' O -C. (8) WELDS AT TOP AND 'BOTTOM RAIL, EACH LOCK 1 bD (1) AT IT FROM LOCK. STILE, TFfSN() ATS 0-G. 1R SKSFRAME HEAD HOT ROLLED STEEL 1 REFER TO PET'AIL 12 SH66T' 79 51.48FR.AMJJAM12.5 HOT TWLL STEEL 2 1 REFER TO DETAIL 7,9, SHEET7 Y.EFGR TO DETAIL 20,S 20 7 LAWER .i -7..AME SILL _... HRSTL / A52 PVC FILM _._ SK'BRAME CORNERK &' ' 4ALV..STEEL 2 REFER TO DETAIL 21,SI -EET 3 AND DEL AI SHEET7' 22 FRAME GASKET COMPRESSION GASKET PLOT W/THREADED SL - CC1'E VI NYL VINYL A/R A/R REFER. re DETAIL 22, SI4661 11 REFER TO DETAIL-23, SHEET71 2, 2.1 STEEL r -- R TT Tc1T 24,S5757T' 6 AND 7 -17 7 , G - T 23, SHEET ?. LOCATED AT 1: /8' INIAE X / 1/8" H -CHt CNT 014TS COVERED WITH VINYL cOV6R (5) AT HIN 7.81 bNTION CLIP HOIASINC GALV STEEL GALA/. STEEL STEG -C. 10 1 - �. CP ER JAMB. SEE LOCATIONS ON SHEET 3. REF. 1 2E, SHEET 11 PCR l6c 1 SEC 1 CT—AVON—S. ON 8 7ET -E I -. 55 teT 11 Agxvvcd to w.Lgy':ugutu..'tl: Ile". �' ": 1 � n I R87 SNTION CUP M8 X 30MM ALLEN HER* v C5 T ^ -CG :SHEETS FO'f.. C..OG/ 111055 _ 22 SLOT KEEPER 774500(7 - 5 REF PET 2.2, SHEET Z, 175 1/5411 HIN46 )AMB AT ITEM 24 MO , AtIlliViAt 2 9 SILL SWEEP SILL SWEEP END GASKET 51 LL SWEEP FASTENER STEEL W /A52PV FILM VINYL 51661.- - _ 1 2 2 r^:.EFE TO DETAIL-29, SHEETS „" j' - ,(,(r ~ J REF1700 DETAIL 30, SI466T7 REFER TO SHEET 3n 31 a 5/8" X 0.090' THK OPEN CELL FOAM EPS 1 AT SILL SWEEP, 'BETWEEN SILL SWEEP AND DOOR PANEL 33 CHANNEL COVER. (0.22 'X0.390•X0.32THK) PLASTIC 1 REFER-TO PerAIL 05 -371 DRAWING N° • SHEET 2 OF 11 MAX. OVERALL FRAME WIDTH' 40 5/16' (Tyr- (2) LoocAT S i • • • • • • • • • � i .. ' uaCAliuir_5 ,�� $OTTOM) MAXIMUM PANE1. H • -1 • • • • • • • o Lib 7,250 °S' 2 0 N Y.250 WALTER A.YILLIYJR., SI/CF.FRAM6 GONN eon ON TCG eX(ST N 2TRRUCTURAL 7 STRI.iGTI�{RE (�XT�R(OR EC'✓NATION) FLLIC.NB.44167. ////y 90- DOOR FRAME JA HtEAD l M RM A N CFrAl2 i =Or' ,E. R1:-.FRAME ANC11 TO EXISTING STR24CTIA.12E DESIGN LOAD RP TO 100 PSF >100TO 200 PSF (,&P TO 100 PSF ANGKOR. TYPE 1 10' O.G. S O.C. 127/E' QG, J .F. SILL >-',1r, TO b /&• O.C. 200 PSF . AiJL i C)., E'T 1 -h6R POIT.REA CONCt:.E I - E, CONCRb 1 tb'ELACIL, OR WOOD SKESTR.AT ES (REFER. TO ANCHOR. I E."t6ND) ANCHOR LEG6ND: 1/4' TAPCON ANCHORS, E.y ELCO jY TEXTRON W/11/4' MIN. EMBEDMENT TO F'e = 3.32 ICSI C.ONCR.ETto, OR. ASTM C -y0 CONCRETE $LOCICAA. NA WITH' 3° MIN. FMS6DMENT TO WOOD SI X/.STThATE W/4 > 0.55MIN 61 DISTANCE = 21/2" (MASONRY) AND MIN. EDGE DISTANCE I' (WOOD). q�- 2. 3 /5. TAPPERS R POWER. FASTNF,RS, INC , I w w '4 °MIN. [:MBEP ' Mrn ;T - 00C— 3.0 vGI (Y CONCRETE ORASTM 0 i230NCREI6 'CLOCK WA 1. AND WITH' S MIN. EMBt2. 10 WOOD StAPSTRAF6 W /G, > 0.55MIN EDG DISTANCE = 41/2° (MASONP '), MIIJ. ET., t ISTANc1 - 11/2' (WOOD). DOOR. ASSEMT L ( /HARDW,AR.F. DOOR 1.4 RAM GONN5GT(ON (eX I b"R.IOR FLVATON) TO T>OOR- FRAME fj DOOR ---- = PERIMETER, FASTENER LOCATIONS (565 ANCHOR LEGSND, 't'1 SH55T) 2 1y- 3/4' O.G. y o.G. 25' O. C. 102/8' O.C. A.± Bl Co iNC\ ESTING & ENGINEERINGCCMMH 6365 NW 35 STREET, STE. 365 MIAMI, FLORIDA 33166 Npprovcd m complying with to ZrEetdIn FICAD 05 -371 DRAWING N° SHEET 3 OF 11 Y W 6 g App:evad ae eomptyMg w bt Florida B 702.1M 05 -371 DRAWING N° SHEET 4 OF 11 • •• • — • • • •• • • ••••, • Z • t • •••••, •••••_, • • 3 /s/f • • •••• .4 MASON NSTALL ATION MIN EDCE 'MST (.SEC: ct4F • •• • • •• 4 • • • •• :•• J „ p • wry • 1/4 °0TAPGON OR • • • • .x y • PCfERTDeItEST�. • - •• I pp •� r : IaC� TIONS • • • • •M OR.SPACIN r.1• • Rim �' • d• k 11 z EXTERIOR • SEAL/tN 31 29 3/0 12X P.T. F I-tCK. d (2) AT 1/2° FROM LOGG STILE, I/2° \ \ \\ APART, (1) @ 2 -1/2° FROM LOCI. ST1 LE, 15 -1/2 °, 15 -3/4° 36-3/4 (2) AT 5/0 FROM O 1 - FI NGE STILE 3 3/4° APAR -T. - (1) LFT 3/4° FROM LOCK. ST1 LE, 12 °, 12- 1/4 °,10° (2) 2• X PT St4GK. -� MtN. Epl. AtST ^ -}-� (SEE; MOTE. s/ 1 } -- (SEE SF}EtiT 3) W OQI I N.STA L-L.A 1 1 i E 114 ° 0 TAPCON OR3 /8' O TAPPER REFER TO SI -FEET 3 FOR SPACING ANA LOCAi IUI (s) 3/i6° AIA - rAPCONs W/1 -114' MIN EMSEAMENT ALI t12WkTE TO Mf C -tO S (1) ® 13' ,28° E X I b12.1 0R, Vi L ti LR TURT ,ifs., FL, t<Pr;ak:). min 18' / -_(3) # 6 SMS WITH 1 -1/4° MIN 6M&GAMCNT AL I G1LNA' T NCH -ORS (i) ®1 -1/2', 19° WT TESTING & ENGINEERING COMP 6355 NW 36 STREET, STE. 305 MIAMI, FLORIDA 33166 • • • l • • • MIN. ED GG • : •••1IISTAN .7 •••: • I •s•• • • •••• •••• •IM. E c,1, r °i r.A144 (S ESFtS41 • •••• • • • • 1./' MAX. SH rAP - MIN er e DISTANCE (SEE SKEET 3) 1/40 TAPCON OR 3/8 TAPPERS - REFER TO SftEET FOR LOCATIONS 1 °X PT'3AA.C. . (SEE NOTE 5 /1) (2) SCREVJ5,1/2' APAT 1 -1/4" FROM TOP RAIL (2) SCREWS, 1/2° APART 1 -1/4° FROM BOTTOM RAIL- (.1 SCREWS PER I -I ST (2) Q J -1/4' FRDM BOTTOM RAIL,1/2° APART 15' FROM BOTTOM RAIL, 13 - 1{2 °, 24 13- 3/4',10' , (2) @ 1 -114' FROM TOP RAIL, (2) 1/4 -28 X 0.789' FLATALLEN FINE.AD MACH NE SCR.EWS, (N314/8' FROM WO OD ( NSTALLAT10 1 TTDrn R6tIL• - _.- N,�',.' OVFFIAA .1I r 4!.IrL den '-.._; z71 EXTERIOR MASO N Ry IN STALLATION MAX. OVERALL FRAME WIDTH = 40 5/10' t 1/? MINI EMBEDMENT 4 1/4'� :1 ,i , v Y - k t (2) ?° X PT' UCK. (SFE NOTES /1) 3° MIN. EMBEDMENT MUM A° TUT o P.E. STRUCTURAL ENGINEER 11. UC.NEL 4418Y A h hco trot ' r TESTING & ENGINEERING COMPA'1Y 16355 NW 36"' STREET, STE. 305 � MIAMI, FLORIDA 33165 F-v 05 -371 DRAWING N° SHEET 5 OF 11 R n?a • •••• 2.1-70 • •• • • ..‹.-• _ • n • • • • • • 1180 - D.D$D Tt-IlG. ---r– I 1.931 ---- we VG C IVIPNIJY 1 66 I 365 FLORIDA 1.420 -- 5 iT;'i • • • 1,970 T L '!--- • •••• •••• • • • •• •• 0.164 • 0000 • • 1. 550 MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561 -499 -7558 0.080 TIhK .¢ o . 0 5 9 8 E . I N T • • • -- T C Y R ( - W m F , N T L . . D P , l . R T(1 G - --.1- 0.490 • • •••• • • • • • to 14.80 •••• •■•• • • ( 4P}INC 1C?l fci` ® 1?Cf `--!? f ifN ES i 2.4_90 1. 0 0.300 O, 1.022 so 0.370 'I -- 0.240 ----- 1.15 0.3; 0934 I MODEL: EX3 USA INSWING DOOR LARGE MISSILE DRAWING: DETAILS 3IOM :TWOS DRAWN BY: K 1 50/0 /I I :NAAQ aLva 0. Tr ICA L WALL 0.02 o.sto 2.870 I n L 0.35, 2 • 0.480 '- /1OP FRAM ES1L. 1.1,94 0.7 42 2.204 +e — _ 7 L.) . CADIZ. 'PA 1,-( � - 6 c)Tr o M --=.-- 0.3W) — 0.603 0.031° i 01 r<<H L W.RLL7i HL: T ' rALTCEI A„ 11947 4R., PE TUf L ENGINEER 0.80 yw 9m artl6e�o 1 i ,�k P I 1 0.310 .._ I 4 ., 0.080° WALL. 0.860 TyP !._ v � � .. f L - - - a i�JtlLANt \ F e FL IMMO. 44167 VSR - rIC L- S-1 -ILbs 05 -371 DRAWING N° FRAM E J,4Mg5 ttEAD LOT SHEET 6 OF 11 i �i✓ • • • • • •••• • • • •• • • •• —Q.Oj-0 • • •••• • c �3O • :' I• •••• • • •• •• ••• • • • • • 2.360 2.050'• •••• *or • • t 1 • •• • • • • • •••• • • •••• m SV .FR.4MEJAMPS SC/tLE:1/2 • • • • 0.610 — 0.550 0.310 —.i- 1.51oJ S 7 SRS FRAM CORNER IC.1=y SCALE: 1/2. —.1— 0.443 0.070 —� LOW &R FRAME SILL SCALE: 1/2 2.360 I�- 0,160 DIA. FOR. (2) 0756'O 12.1V6TS SIR'S FR NI I-F6AI SCALE: 1/2 1.070 -�— 0.050 ru7131NIA 41, PL S7RUCTURAL . ; 'NEER FL. L!t NO.4416?. IL 1.570 0.390 0.430 0.249 0.175 0 :9-16 --� 0.403 �-- 30' SWFG - P SCALE: 2X SLOT IC5 PER SCALE: F.tLL 0.773 2.35s- Tr. 0.030 35 15' SILL SW!✓ &'P SCALE: IX 0.234 80.262 2.400 0,150 ---� 1.006 2.130 0.351 2.514 RIl ccvC MIT TESTING & ENGINEERING COMP 6355 NW 36"' STREET, STE. 305 MIAMI, FLORIDA 33166 05 -371 DRAWING N° • • • • •••. •••. • • •••• t •> •. • • •••• • • • • • •••••• •:•••• • • • • • id- c� • •••• • • •• .•. 1.460 •••• • • • •• • THREADED FOR M4 X SOMM ALLEN HEAD MS CORNER FRAME PLATE (DETAIL A) (2) PER CLIP • •• . ... • • • • • • • • •• • • • • • • •• •• • • • • •.+? • ••• 0J,0 0.310 2.70 CORN FRAME 1'LAYE SCA LE: HALF CORNER FRAME PLATE PIN CRIMP TD CORNER k5 (2) PER PLATE 0 FRAME CORNER. KEy ASS" TttREADED FOR M 4 X 30MM ALLEN HEAD, MS 0.531 45' SILICONE GAP 'BETWEEN FRAME CORNER ILEy AND AL ON4 EDC ES OF CORNER FRAME PLATE. lv14 ' ✓. ",OMM FH SCREW CO1z.NER k.E`( TO FRAME HEAD (2) PE'2 CLIP - FRAME CORNER ILEA' (DETAILS) 1 30MM ALLEN FASTENER (1) PER CLIP IMLITER A. 11LLIT St, P.E. F,TRIXTURAL EMS F.. LIC.P. 44167 4 .630 S txv. -" COR.NE12. R.Ey 1.525 0.060 FRAME CORNER ICEY SCALE: HALF 4 .530 05 -371 DRAWING N x{-58 4.9 O4 0;ATA. FO, • 04-60 R1VErs 1.625 T HR.EADED FOR ivt4 1625 (2} HRLADED FOR M4 - SHEET 8 OF }1 ITEM # A65CR.IPTI ON , VeN i t l Y 13.1 LOCK. 1 13.2 TONqb(E t.lPPE2. 1 133 ' TONG �LE LOWER 1 13.4 LOCK. SLtDE BOLTS 2 13.5 CONNECTORROD (NorsttoWN) 2 13.( 1 nCK.STRIIGE 1 * * * * * * * * * * * • • 000000 • • • • • •••• •••• • • • • • •••• • • • I •••• • 1 • • i ••• ••• • .•• • • • •• • •••• • • •••• • • • • •• • • • * • •• • • •••• 0 I. LOC SCALE: 1/4 • • • -- e • (2) REQLLIRED AT LOCK. STILE • •• • • • • • • • • • • - •••• •• •• • • •••• • • •• •• • • • 0 LOCK, SC -17)5 SOL-TS SCALE: 1/4 1.190 ATTACHED TO LOCK STILE W/ (2) 1/4 -22 X 1/2° FH ALLEN SCR 0.70 1 0.750 C ®I --►.1 1.390 1-.*--- 3.2 O.D62 0.7,90 o Q o I (2) i- 1ol.55 FD 1/4 - 22 X MS 1.390 - _ 2,220 U. >cD 2.220 V TON kTI'ERAND LOWER SCALE: 1/2 5.900 — 4.90 a -- 0.44 2,160 — 2.520 3.0y0 LOCK sT K6 LA re SCALE: 1/2 11.010 0 .75 ptA (6) 0.:x,0 Tt h (2) (1) - 0.3:L0 YLy. Ml/il TI -POfN I LOCIUNCt sysTeM 3 ,900 4.900 I �7 n 2.160 .1,520 —t=-I -.— x.070 - WALTER A. MUT F,'T UCTURAL ENGINEER FL. UC.NO. 44107 J . - 0.440 iLLI i TESTING & ENGINEERING COMPANY 6355 NW 31:0 STREET. STE. 305 MIAMI, FLORIDA 33106 P.ppco as enmpti ng Nom) Atroo aso c4 05 -371 DRAWING N° SHEET 9 OF 11 • •••• • • •••• • •.•• • • • • 0.24d • • • • • • - Set --.- • ••..• 0.470 N A �.. U _ d 1 I NCj ASS�MI�LY PiG „ STE. 3 5 731&6 0 ' 6 � (6.2) HiNCgE MALE ••• T +••• • 1 • •••• 35° ••• 1.380 0.240 J } (6.6) M8 X 20.37 ALLEN FLAT H-eAD � • ITEM # DESCRIpT10N Q' SECURITY DOORS, INC SOUTH FLILITARY TRAIL .RFIELD BEACH, FL 3'3442 LEPHONE: 561499 -7558 FAX: 561.499 -7558 61 HINC{E MALE i / / 6.2 FM PIC�E'EA610ER. PLATS 1. /ASS'T (6.5) PIVOT 12.0L 6.3 HiNC FEMALE i / Asst' In C 6.4 MS X 2.3y6 50CILEr HSAA 2 / ASS'' (6s) I- HN4EFe144I_F-- -� ... _ (6.4) MRX 1.. °t'5 - - .HOC- IK.E-T I-IT A,T, � - 6.5 AlvOT RDn 1 /AS5 6.6 MRX20.37 2 /A - - . 0.225 .. Va 2.1 o • IA. 0 R • i:e) 0.530 DIA. 0,310 DIA. --� 1 W MODEL: EX3 USA I SWING DOOR LARGE MISSILE IMPACT RESISTANT SS`s IDNIH :IDNIAk �IQ . 3NOI4I 7 1 50/0I(I I :NNA.Q PLLVQ 0.225 i 0.195 • • Cl SCALE; SCALE: HALF H 0.310 3.030 MALE O • 1.158 0.711 0705 pp I 0. �J 0.3j0 -c IPAV 0.362 0. 8j D R,. 0.156 I 2.520 A®pnx'w as emptying rrkt l H.c N� .6"VyYOXs .. ��+ 7 ¢y p NI, t � 0.880 - & tat A. �U16t':.�9 i N E. -- p ( �, „r, a n:,s FL UC.N0. 441x. o.s o - 2.201 ---►'� 0.233 I cip H'f NCIE FEMALE SCALE; FW OS -371 DRAWIlV 1 N° 6.2 h BACKER. PLATE O.SCALE: FLtLL /i/•/ J /eoer•-• 0.435 SHEET 10 OF 11 • • • • • • • • • • • • 1 • • •• • • • •• • • • •••• • •• • • • • • • • , • • • • &•w,. • • • • • • • •• • • • • • • • • • • •• • •• • • • • • • • • •••• • • •- •••• • tl • 4••• • • •••• • 0.736 ••• • • 00.5.. •• ••• •••• • • 4AS K.eT 5 • • • soAt.z:F,tu.. FR.100.1 • • • 0,940. • • • 3 c.c. :••.;6•1 ON c 1 Sl.ALE: 1 OX JR., PE. VRIMIIRAL EMINEER • FIL MAO. 44167 • •• • • • • • • • • • • •• "•— •• • • • ••• e 015:4 • 0.800 0..946 (// 27 40, LOWER_ FRAME SILL 1 TO FRAMSJANS I 0.436 J CONNECTION R..e t CLIP SCALe: HALF 1.624 00g0 1.574 11 - A — _J LF.FRAME G01 N ecTiot-1 TO FRAM 0.i25 I Al?) 1R-FT 3LIP HOSINCt SCAL-5: 1/2 0..512 Oz 6) n Ln TESTING & ENGINEERING COMPA IY 6355 NW 38 STREET, STE. 305 MIAMI, FLORIDA 33166 8 " 0 0 0 E-■ P=1 u•' u 6 ita 0.ove " 41: :43:00/r0k. ...1Z1to 05-371 DRAWING N SHEET 11 OF 11 •• • • • • •• • • • • • • . • • • • • • ••• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Master Security Doors Inc, 702 Soutl_ Military Trail Deerfield Beach, Fla. 33442 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 Autho.- ty Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material faila 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 mis acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTI N: Series EX3 Inswing Steel Door APPROVAL DOCUMENT: Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile Impact Resistant ", sheets 1 through 11 of 11, dated 11/10/05, prepared by Tilteco Inc. Tillit Testing & Engineering Company, signed and sealed by Walter A, Tillit, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABEANG: 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. TERMLNI ATION 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 chall 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. • • • 110:a Asigts of his page land evidences E -1 as well as approval document mentioned above. • • T] s a o_:i t ed dCp m was reviewed by Herminio F. Gonzalez, P.E. Director of B.C.C.O. • •• •• • • ' •' • • ••• 7•�•`°'�° • • • • • •• • • • • •• • • • • • • • • • • • • • •. • • • • • • • • • • • ' ••• • • • •• • • • • • . . • • •• • • Z � f/i 7rr i — MIAMI -DAD COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUTTE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline com NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: February 23,2006 Page 1 • •• • Master Security Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -371, titled "EX3 USA Inswing Door Large Missile Impact Resistant ", sheets 1 through 11 of 11, dated 11/10/05, prepared by Tilteco Inc. Tillit Testing & Engineering Company, signed and sealed by Walter A. Tillit, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS- 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant test per FBC 2411.3.2.1 (b) 202 -94 Along with marked -up drawings and installation diagram of inswing steel door, prepared by American Test Lab of South Florida, Test Report No. ATL# 0708.01 -05, dated 11/09/05, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Anchor Calculation and Structural analysis, prepared by Tilteco, Inc., dated 09/09/05, signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0503.07 issued to Elco Testron, Inc. for "Tapcon Concrete Anchors" dated 09/05/02, expiring on 01/08/06. F. STATEMENTS 1. Statement letter dated October 11, 2005, "No financial interest" and conformance, signed and sealed by Walter A. Tillit, P.E. G. OTHER 1. Letter from the consultant, dated January 20, 2006, stating that the product is in compliance with the Florida Building Code (FBC). . ••••• • • • • • •• • • . . • •• •. • . ' • ' • •S • •• ••• •• • • • ••• • • • • • • • •• •• • • • • . • • • • • • • • • • • • • • • • • • • • • • •• • • • ;• •• • • '00 • • • • • ••• • • • • • • • • • • • •• • • •• • • • • • • • • • •• . • •• • • • •• •• • • ••• • • E -1 Herminio F. Gonzalez, P.E. Product Control Examiner NOA No 05- 1121.04 Expiration Date: February 23,2011 Approval Date: February 23,2006 6 V i WS1 nr,. _ I ^v ^ingi_ .+„ r 1 rgia^ 1 t arP re;irtG"d rl nor nn this Pmd art A oprov+l Document (P. ',.P hr r. been1crified fa, 1bll4li•nse in actor dance w lithe 2004 edition of the Florida Building Code. •licvrarnay be installed at high Velocity4lerRC•ne Zones. Design wind loads shall be determined as per section 1620 of the abovee mentioned code. In order to vrjitvehtit an�chnrs on this P. A.D., as tested, were not ovoratressed, a 33% increase In • 41 ble stasis for d loads was not•iseZm their analysis. A duration factor Cp =1.60 was used to verify fasteners in 11 i, rnr na Cra frame rifhai --L": 1To1 rolled steel PD12 n.cfer.;iet. EN 10111 with Tensile Sueng n = , 55,900 psi; Yield Strength at 0.2% = 52,400 psi; Ultimate Elongation 24.5%. 12. Door Material: Hot rolled zinc plated DX51 + Z100 (275 O/M: 0.6 07/Fta) Reference EN 10142 + A1-97 with Tensile Strength= 54300 psi, Yield Strength at 49,600 psi; Ultimate Elongation = 23%. s wh • " This door's admen, rib impact and gyelicsetistance has been verified in accordance with section 1609.1.4 of the above 13. ARM Designation for SteelEquivalent to ASTM A 653 CQ Grade 50 at flame and A3TM A 653 CQ Grade 50door. , mooned coda, fle2AS 201, 2011 ani2 ls, per ATL Report #0708.01-05, and as per submitted calculations ,,er a n d performed as mist s X12 ofthe FibddaBanding Code. 14. Galvanizing type: 060 ..•••• 2. Max Deign Pressure Rating: +70, -200 psf This pressure rating is only valid if door is assembled with required hardware indicated on sheet 2 of this drawing. 15. Decorative Wood Clad Panels: 0.250 (1/4") thick plywood, oak, pine, mahogany, Douglas fir with 10 -12% maximum moisture content, painted with minimum of two (2) coats of water based varnishes, protective impregnators and coatings for outdoor installations. 16. Door's manufacturer label shall be placed on the exposed surface of door's tame or sub -frame. One Label shall be placed for every door. Label shell read as follows: Master Security Doors, Inc. Deerfield o, 171 11(la Dade County Product Control Approved. M 3. This Door is approved for Mr and Water Inffitration. This approval is only valid if door is sealed with required gasketing and weather stripping as indicated on Bill of Materials on sheet 3, and sealant specified on General Note 10 below. 4. T'h is Door will not require a Hurricane Protective Device. 5. Wood bucks by others, and must be property anchored to transfer loads to the existing structure. Wood bucks must be Southern Pine #2, with specific Gravity G equal or greater than 0.55. 17. a. This P.A.D. prepared by this engineer is generic and does not provide information for a specific project; i.e., where the site b. Contractor to be responsible conditions or t from the P.A.D. sponsnsible a for the selection, purchase and installation, including life safety of this product, based on this P.A.D., provide he/she does not deviate from the conditions detailed on this document This P.A.D. will considered safety d site is the ed bcontractor's any me responsibility. c. This P.D. will be considered i�alid if altered by any means. d. This PAD. shall bear the date and original seal and signature of the professional engineer of record that prepared it 6. Anchors for fastening door subframe to existing structure must be as indicated on shear 3. 7. All welding to conform to the 2004 American welding Society AWS D1.3 and AWS D1.9. Regulations. Use certified welders. 8. All screws used for assembly connections ( metal to metal) to be stainless s teel 304 or 316 s eries or corrosion resistant coated carbon steel as per DIN 50018 with 50 ksi minimum yield strength and 90 ksi tensile strength. 9. Remaining components for this door system shall be as indicated on Bill of Materials on sheet 2 of this drawing. 10. Sealing of door components shall be as follows: � A. TALC �N. P E. r STRUCTURAL ENGINEER FL. LIC.A9O. 441$7 ,�} 'r'b Sealant. Frame: The interior end exterior perimeter 'obits and all frame connections shall be sealed Witt silicone sealant The two sheet metal 45 angle shaped sections at the corner key shall be sealed to each other and to the sheet metal fabricated corner section with silicone sealant The two steel seotions at the sill shell be sealed with silicone sealant. Hinges shall be also sealed to hinge lamb with silicone sealant Fob. frame: The interior and exterior perimeter Mints and all sub -frame connections shall be sealed with silicone sealant. Sub -frame shall be also sealed to the frame with silicone sealant around the exterior perimeter. Sub -frame shall be sealed to the wood buck using silicone sealant. Door: The interior and exterior perimeter Joints and all door convections to the main casing at the top rail, bottom rail nod Ay /7/ Approred .tompbbildit eb• pgtinL ......: , . ate • ]C- • - NOM .f1.1711:4Pt Mimi Pate .. stiles shall be soled with silicone sealant. Hinges shall also be sealed to binge stile with silicone sealant. The plywood panel on exterior side of door shall be sealed around perimeter of the top tail, bottom rail and stiles with silicone sealant The interior and exterior perimeter joints and all frame connections were sealed with silicone sealant The sill flashing was sealed to the doer panel with silicone sealszt. •V •• • • ••• • • • •• • • • 04 • • .•• • • • n L1 0 05 -371 DRAWING N SHEET 1 OF 11 • •••• • • •••• • • • • • .• • • • • • • • •• •• • • C j EN ERA L NOTES _' •••« • • • • • • • • • • • - - - - • • BILL OF MATERIALS M # • . D t S C R T l , 1 ' 1 1 • •••• MATERAL Q T Y CC>MMGNT� � � % G c B . T A . JR. ENGINEERING 3160 STE. ME HKR4ALE SET W/D6A awe EXTERIOR PANEL TT 15) MISG. 0.250 THIG. WOOD G > ° 0.55 1 _ 1 * ATTACHED TO ITEM 11. WITH" LIRWD NAIL GLUE �v �� Y7 . _ T'ainC � 0 PANE (s6�NOT6 0.250 11 WOOD G > ° 0.55 ATTACHED TO ITEM 12 WITT UQLUD NAIL GL-146 ••••• HER - STL ♦ ��. PVC ILM STL 3 ,q - '�••� • • FRA/N� wRNER 4y GALV. STEEL 2 REFER. TO SHEET R 5 • • V S • • ST66L 3 A/R 1 REFER TOSI - t T10 PANEL CAVITY AT LOC. STILE (j / /7 /D� MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561-499-7558 FAX: 561-499-7558 3 R•(W &DL INSLtLATON FIBERGLASS 6 R61NF (MLtLT - pofNT LOCK HOL451 NG) STEEL 9 5/15' X1/6' TttN, OPEN CELL FORM 6PS A/R. W /ADHESI V6 "BANGING AND 4LKED TO COMPRESSION CASKET ' __ in PANEL REINF (HINGE STILE) STEEL 1. AT HINGE STILE it PANEL TOP,BOTTOM Pi STILE RAILS FIR STL W/ A52 PVC FILM 4 6 17 #5X 1/2' PPHSMS STEEL /.4 PANEL ASSy SCR5W 13 GSA CYUND6RASSEMSLY LOCK SACKING TOSAR TOP FRAME SILL STEEL 4ALV. STEEL HR STL W/ A52 PVC FILM _. 1 2 1. REFER TO SHEETS "° 14 15 REFER TO SHEET 5 i6 REAR PANEL PLATE HOT ROLLER 51'EEL 1 0.0 5 TH11.., SPOT WELDED TO ITEM 6 IN TH6 LOCK STILE WITH" TWO ROWS OF SPOT WELDS, 4' APART, FIRST ROW RT5 /8° FROM LOCK STILE. EACH ROW WITH (6) WELDS, LOCATED (1) ATI 112° FROM TOP RAIL, SALANC6 AT 131/8°, 17 1/4', 16 3/4', 11', 10 3/4', 16' AND ALSO SPOT WELDED TO ITEM 10 IN 1145 HINGE STILE WITH ONE ROW OF (6) SPOT WELDS AT 2 1/2' FROM HINGE STILE, AND AT 21/2' FROM TOP RAIL, WITH BALANCE ATI4 112', 1y' , 17- 7/6', 18' AND 191/2'. MODEL: EX3 USA LNSWING DOOR LARGE MISSILE IMPACT RESISTANT DRAWING: ELEVATION BATON :WINOS I DRAWN BY: KP SO/OUI I :Nita avid i'- FRONTPANEL FORMED PLATE HOT ROLLED STEEL 1 0.059' TI-1K, WELDED TO THE STEEL FORMED SECTION AROUND THE ENTIRE PSRIMb bR ON IN 1 b}'IOR. AND 6Xi mLIOR SIDE, (20) WEI I' S AT EACH STILE, LOCATED AT (1) ATI/ 1/8' FROM TOP RAIL, THEN 49) WELDS AT43/4' 0 -C. (6) WELDS AT TOP AND BOTTOM RAIL, EACH LOCATED (1) AT1° FROM LOCK STILE, THEN (() ATE' 0-0. t R SLLRSFR4M6 HEAD HOT ROLLED STEEL 1 12b1 TO DETAIL 18 SHEET3 19 SK6 HOT ROLL. 6D STEEL 2 1 2 A/R REFER TO DETAIL 19, S H66T ' REFER TO DETAIL 20, SH-EET REFER TO DETAIL 21, SHEET 'AND DETAILS, SHEET REFER TO DETAIL 22, SHEET 31 70 LOWER ERAM6 SILL HR STL W/ A52 PVC. FILM _CALV. STEEL VI NYL 72 Sib BFRAME CORNER KEy FRAME GASKET 71 R COMPR65510N 4ASKET VINYL A/R 6 REFER TO DETAIL 23, SH66T11 REF DOT 24, SHEET 6 AND REF DET28, SH5ET7. LOCATED AT 13/6' WIDE X 1118' HIGH - CRT OLtTS COVERED WITH VINYL COVER. (5) AT HIN446,JAM& 24. BLOT W/'TItR6AD6D SLEEVE STEEL 75 R. 1 I' NTION CLIP HOL451N4 GALV STEEL 1D 6 PER. JAMB. 556 LOCATIONS ON SHEET 3. REF. DET25, SHEETII Approved ts ocapreaguth as oste • )I Jc re- 76 RETENTION CLIP GALV. STEEL STEEL 10 5 5P5 JAMS. 555 LOCATIONS ON SHEET 3. 13E1 . D51 26 SH'b 11. SE6 51156T3 FOR LOCATIONS 7'1 M8 X SOMM ALLEN HEAD SOLT SLOT KEEPER PLASTIC STEEL W /A52 PVC FILM VI NYL 5 1. 2 REF Der 2R, SHE6TY . KS65AT HIN JAMB AT ITEM 24. REFER TO DETAIL 29, SHEET 3 REFER TO DETAIL 30, SH66TJ" - ., i:all[ l 2R 29 SILL SWEEP : ( / � � .^ �.. . 1 SWEEP END GASKET 30 31 .SILL SILL SWEEP FASTENER STEEL EPS 2 1 17..EFERTOSH66T4 . AT SILL SWEEP, BETWEEN SILL SWEEP AND DOOR PRN6L 32 5/8' X 0.090' T}tK OPEN CELL FOAM 33 CI tANN5L COVER. (0.22rXOS90'X PLASTIC 1 REFER TO DETAIL 6 , SHEETS 05 -371 DRAWING N° • SHEET 2 OF 11 ••• • • • • • •• • • • • • .• • • • • • • • • • .•• • • • •• • • .• • • • •••• • • •••• � • .4.M OVERALL FRAME wee'? • • • • OS 6'• •• •• tl �7 • • • •• t,( IRM PANEL • alliWTHt 3y' 1/2' • • •••• •••••• • • • (}tittj LOCATIO11/S, TOo) • ••• • • • • a (TP 2 LOCAIIGN S �? "BOTTOM) 0 •• • • DOOR ASS >✓M1; /H-AR AVIARF, (EXTERIOR 5 LEVATGN) SALTER A. MUTT JR., P.E. STRUCTURAL ENOREER FL LIC.NO. 44167 DOOR FRAME JAM FFEAD J F. SILL MAXI MIRM ANC1 - I - ow 5 'ACl NC • L:{ - i LI - LL FOR. SIASFRAMEANCHOR. C TO EXISTN4 STRFRCTWR.E DESIC.IN LOAD RP TO 900 P$F 1 10' O.C. >100 TO 200 PSF itP To 100 PSF ANCFtOR T('PE 5' O.C, 127/r O.C. 2 17 3/4' O.C. y O.e. 25 D.C. > ? 00 TO 63/8° C.C. S /R' O.C. 200 P5F VALID FDR. EIT1 RPOU.RED CONCRETE, CONCRtl t BLOCK, OR WOOD SI/,BSTRATES (REFER TO ANCHOR LEGEND) ANCI LEGIEND: N . 1. 1/4' TAPCON ANCFFORS, r y ELCo TEXTRON W/11/4' MIN. EMBEDMENT TO F'6 = 3.32 KSI CONCRtl ti, ORASTM C-50 CONCRETE BLOCK. A ND WITIt3° MIN. FMBEDMENTT° WOOD SIABSTT4ATE W/ G >= 0.55MIN 6D0E DISTANCE _ 21/2' (MASONR`() AND MIN. EDCjE DISTANCE 1' (wool:). ¢ 2. 3/8' TAPPERS B`� POWER FASTNEF',S, INC; a W/1 1/4' MIN. EMBEDMENT TO re = 3.0 14SI (V CONCRE I t ORASTM C-j0 CONCRETE BLOCIG WALL- AND WITH' 5' MIN. EMBED. TO WOOD SRBSTRATE W /CI 7= 055 MIN 0Dc E DISTANCE = 4 1/2' (MASONR.y), MIN. EDGE DISTANCE =11/2' (WOOD), DOOR CON NECTON TO DOOR FRAM DOOR — = PERIMtI trx.FAST6NEI2LOCA7IONS S k FRAM5 CON NECT(ON TO EXfST1NCj (56E ANGHOR LGl6ND, TH15 5H66T) STR.V.C.T4RE (EXTERIOR Ef...EVATiDN) LL f I ESTING & ENGINEERING COMPAI 6365 NW 36° STREET, SfE. 305 MIAMI RORIOA 33166 k.1 I 1 LI EC® IN\ Approved ae eamlelylag wllh IRa Bee 05 -371 DRAWING N° SHEET 3 OF 11 • • • • ;•••• • •••• •••• • • • • •• • • • • ••• • • • ••• a • z • H • .• •• • • ••• • • •• • • • •• • • • •••• • •• ••• • �A• APCON OR• • TAPPER REF TO SHEET FOR. SPACINCj AND LOCATIONS .Sra r. A. r- EXTERIOR 0 1 SEALANT" � ,s1IS©NRY INSTALLATION rNN ET I AIST •(S•E 3) • •••• • •••• 3/S' a • . 4 - (2) AT 1/2° FROM s LOCK. ST1 LE,1/2° APART, (1) ® 2 -1/2° ▪ FROM LOCI. ST1 LE, 15 Jo (2) AT 5 /8' FROM 3 O HIN STILE 3/4' APART. (1) AT 3/4° FROM LOCK ST1 LE, °, 12-114 ° , 10° aN (2) 2' x PT SL(GIC 4- -M t N. 6P1E DtST —0- (see NOTE 5/1) (5EE sH-EET 3) WOOS INSTALLATI I'yT. 7G' ivNU 'GGT7G1 , 1 Z in 1/4'0 TAPCON OR 3/ TAPPER REFER TO S ET FOR SPAGN4 ANA LOCATIONS (3) 3/W DIA TAPCONS W/1 -1/4° MIN EM135AM5NT ALA wtNAT5 To MA RNOI-tORS (i) ® 12/2 °, 29° , EXTERIOR. MIL ER A. YI T Jk, P. . 73171UCTURAL ENGINEER FL LIf.MO. X417 j- (3) # 6 SMS WIT} 1 -1/4° MIN EMSEAMENT ALTERNATE TO MA A NCHORS (i) 11 II d !CO Ic "1LLIT TESTING & ENGINEERING COMPMS' 6355 NW 38e STREET, STE. = MIAMI, FLORIDA 33188 hn W App:ov as complyleg W5 a O9 Fku4dII av! Duo • NOM ) ∎offi I 05 -371 DRAWING N° A SHEET 4 OF 11 • • ;•••• •••• • • •••• • • • •••• • • • • • • •• • ••• • • • i • • '•••• • •• • • • .• • • •• •••• • • • • •••• • • SUN. EDC NI5TYt (s -f c•r• ss • •• •• • .•••• • • • ••• • • • • • • • 1 •• - •- •••• •••• MIN, %e • TISTAN L-! • • 1/4' MAX. SHIM CAP — (2) ®1 -1/4' FROM'sOTTOM L, 1/2° APART 15° FROM 80TTOM RAIL, 13-1/2', 24-3/4', 1 (2) Q 1 -1/4' FROM TOP RAIL, (2) 1/4-28 X 0.7-8_9° FLATALLEN HEAD MACHINE Qa 31 - 1/8' FROM WOOD I NSTA O Ni'TT'OM I AIL, -3/4' MIN EDC (SEE Si- T3) 114 °0 TAPCON OR 3 /s' TAPPERS _ REFER TO SHEET 3 FOR LOCATIONS • • • •• 1 °X PT13 (SEE NOTE 5/1) -----MAX DVERA PANEL WI 'FI' = 371/ ?° MASONR`r I NSTALLATION MAX. OVERALL FRAME WIDTH = 40 5/16° (2) SCREWS, 1/2' APART 1 -114' FROM TOP RAIL (2) SCREWS, 1/2' APART 1 -1/4' FROM SOTTOM RAIL (4) SCREWS PER HI NE ST 11/1' MIN EMB 1/4 TAPCON, OR 3/8` - r p'pE ‹,s FOR LOCATION-1 a ENT 4 05 -371 DRAWING N° (2) 2' X PTBLICK. (SEE NOTE 5/2) — 3° MIN. EMBEDMENT " f 1�9/1LTERIL TILUTJR„ P.E. &it ym� STFtIR;TtHSA�. BONER aw�w . d 8 U Ec® ING\ TIT UT TESTING & ENGINEERING COMP Y 6355 NW 36th STREET, STE. 305 MIAMI, FLORIDA33166 SHEET 5 OF 11 ••• • .tr)4 •••• . : •••-1,1". • • • , • • •• . . • • 66666 •• •• 1180 —.— 1.420 D.OSO T1hK 1,934 h.- , S NG COMPANY 5186 FLORIDA 5.280 • � 1� • ••••• •••• • • • i. 9� . .. � C 0.620 • • ..• • • • • •... .60• 0 1 • • •• 1950 MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561 -499 -7558 0.080 NIG -- mi." — -1 0.90 —s R_EINFOR(;EMENT c .. • •s• ' • • • • • ..• -a-- LOCK. STII_ 0.4j0 F 1.180 -i e 4 , 1) P;i4 ANC TC) 1 ', RFI N F H N STI LE --r �- 2.490 1.710 —► -41--- 0.300 —r - -� 090 1.0 22 1 0.370 0.140 --t-- 1.15(6, 0.3 i-0. 4 0934 if MODEL: EX3 USA INSWING DOOR LARGE MISSILE IMPACT RESISTANT DRAWING: DETAILS NlsION :IIIVOS ax :Au ma yam DATE DWN: 11 /10/05 0.6�i T�'PIC�tL WALL- 0.08 e_r OP FRAME SILL 1 0.810 2.8f0 � 0.35o 2. 0.480 —r 1.194 - 0742 2.204 .0-- JR ;. � �� AOOReftNELroeR� 1 -66 - - - 0.360 0.603 WALL 11 TYP IL UCTURAL 0.780 " •.. ,,, ra ,�.M.n:, « mAffitl , �: -- �'_f►Y 0.310 4 E3 FRAME :J,4M8S 0.010° WALL TFiIC 1 -1-ELFA t 0.031° Tr C •MAX: E 13,1-0T 6 1 SOT OM AIL-AND FL UC.NO.44161 �� V ERTI CAF L STI LES , 05-371 DRAWING N SHEET 6 OF 11 _ ,,i, •• . - I . _, • • • •. . • • •• '• • .•••• � • •••• •••• • • - - 2.000 0.030 0.028 - - 1 L kco uac. • • • • • TIIK. T IWTTESTING &ENGWEERINGCOMPAh7 0355 NW 36th MEET. STE. 305 MAK FLORIDA 33166 • •••• 0.07-0 • • 0.430 •• { I 0.416 • • • • • • • ••• • • LOWRFR4MESL � 3� •••• :t 1 • N P A § � i g6; r Oar U rQp •.. •.• • • • --lir 0.390 0.480 •••• • 1.340 0.550 . . . . _ _ 1 7 7 0 I) L� S �,� 1.570 g S ILL SWEeP °; o.00 - r►��- I Sl.lg FRAME HEAD .SCALE: 1.X © � SIAtP��FRr4MEJf�M SCALE: 1/2 0 SCALE: 1/2 U EE 54 p� i7 - - 1 0.77-8 120.262 0.620 [-NI- } I - .01-- 0.443 0.160 DIA. FOR p 0.245 0.175 • Eli ( 2) 0156 ° RIV6T5 -a- 1.070 1.5R0 I 0.403 + 1--*-- 0.448 9 svvee AS KEY It SCA LE: �C 0.641 2.858 - r ,, - 0.234 0.250 2.514 I 2.016 O v _ 0.222 0:400 0.810 .r rik. --0-- 0.050 _9u� sg� e# q�p�+ BB VU f' (YI.L71f a, PL MUCTURA1. ENGINEER Appro tap , .,. % ,,, wdgidto ; e it, ., 0 food/ l irsT. ) - /.,�. .L.4...... :.: � -- I f 2.400 1.865 F. IMMO. 44187 SIAt1. FRAME CORNER. KEY -- 05 -371 DRAWING N T,LOT KEEPER. Q scAtz: FM.LL 0.234 @- ---" Q SCALE: 1/2 SHEET 7 OF 11 4/,,/Rrr- • • • • • • • •• • •• • •. • • •• •••• • •... ••_•• • • •••• • ••• • ••• • • • • • • •• • ••.. • • • • •• •• • • • • •• • • • 1.460 Ti- IREADEKIHI iR M4 X SOMM ALLEN HEAD MS 0.310 0.120 CORN FRAME PLATE (DETAIL A) (2) PER CLIP �R FRAME PLATE PIN CRIMP TO CORNER ICEy (2) PER. PLATE • • • • • • • •• • • • • • • 3?154 • • 0.67-0 �— 2.7-02 --a- CORNER FRAME PLATE SCALE: HALF SILICONE CHAP BETWEEN FRAME CORNER ICE''ANA ALON4 EDG ES OF CORNER FRAME PLATE. M4 X "0MM FHALL-EN SCR CORNER ICEI TO FRAME HEAD (2) PER CLIP - FRAME CORNER K.E'' (RETAIL li) M4 X 30MM ALLEN f-tCAD FASTENER (1) PER. CLIP O FRAME CORNER k.EY L}c55'y TN FOR M4 X 30MM ALLEN HEAD MS 0 531 45 CALTal A. TILLI`P .IA., P.15. ET(UC TURAL SICKEER FL, . 1.14 10. 44167 0.22 4.530 ��//7 /otter Sk13.FRAMe CORN ER )cEy L..— _ 4530 1.525 0.060 i FRAME CORNER ICE` II SCA Le: HALF 216 --: -- 1.5'25 0,910 THREADED FOR M4 w 0.67-0 1.625 7 NRE:AAEA FOR M4 0.160 ALA. FOR (2) o.1560 RIVETS �1- Fl TILLIT TESTING & ENGINEERING COMPArY 6355 NW 36th STREET, STE. 305 MIAML FLORIDA 33166 W O g 05 -371 DRAWING N° SHEET 8 OF 11 •••• • . • • •• • • ••• • • • ,•••. • •••• • • • • • • • •••• • •• •• •••• • • • • • • Ij 2220 0.200 �wc. ENGINEERING :ET, STE. 305 FLORIDA 33i66 1 ITEM # PE5C121PT1ON QLL4N11Ty °.9° OQ ®I _> 13.1 LOCK 1 13.2 TON4RE 6.PPER / 1 I I --0.-1 1380 I 0.350 13,3 TON4RE LOWER. • ••• • ... •••0•• • • •••• � • • • •••• , ❑ • • • ° • • • ° 4 ° < G2 C • • • J'' • x * • • (2) r 1.2 Loc1c 1/4 -28 SCR- 1 LOCI.SLdTE$OLTS 2 I II 3 13.5 CONNEC.TORRO2 (NOT SHOWN) MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561- 499 -7558 FAX: 561 -499 -7558 13,6 LOCI. STRIKE PLATE 1. - - - - 0.062 T1- • • •. 3 .. EN.' 1.380 }+— . a� • • - ° ° < 0001 > 3.3 aki _, p T 0.200 2.220 � • � LOCK SCALE: . - 4920 --al -- - ftTT�cttEPro 5T1LE W/ 1/4 X 1/2' FI+/tLLEN TONC11.t6 I�LPPERAND LOWER SCAcLE: 112 Q ML�I.LTf -POINT L OCICINCI S 'STEh MODEL: EX3 USA MTSWING DOOR LARGE MISSILE IMPACT RESISTANT DRAWING: LOCK SYSTEM RNION =BIOS DRAWN BY: RP 50 /0I /I I NmQ 3.LYQ --N.] _ y— J 3.160 •+ � 0.,08 (2) 1-- oL.ES FOR 1/4-28 X 1/7" Fr1t AL LEN MS 3 LOCK STRIKE $- 0.440 21.820 5 9 00 5 :9 0 3.460 t .--.0— — 4.80 4.800 3.700 3,7-00 - -- ,- .. — t . M ! �. �� 0 0" , i. + 1. 0 ,I (2) LOCI. 0 LOGO sc�LE: II■, ° C ,_ - mo o +� � ® 3,800 �L 0.44 2.260 2.520 — 3.070 PLATE - 0.75 PIR.(5) (z) 0.""G PIP J ( ('I) 0.310 NA. WALTER A. TILUT JR., R.E. S T RUCTURAL ENGINEER . - ^....- 2.160 2.520 "— 3,070 --- ^ - c-- 5.25' REQYUR.ED AT STILE SLIDE BOLTS 1/4 —g +— 1.200 ARPnaeodt�eomptyEmBaA4h� 0 p MMt) 4:- Vii.r - . . p , ....x:.,.r.. .e., .,.: 05 -371 DRAWING N° SCALE: 112 FL UC.N0.44187. , r�r SHEET 9 OF 11 • . .. •••• •••• •• • • •••• • • •••• • • • • •••• • • jr • •••• 1 • i1 •• • • • • • i 0.470 DL4 �_ D �C R . 9 INC. RING COMM' t 0.6 (6.2) FHNCtEM{tLE ( 6.6) M ALLEN FL.ATH.EAA (6.5 Pivo - r RDA " '�' • 1 ti • -� ■r • ••• • • • ••• ` •3—•• • • • • • • • • • • D .O ?5 •••• • • . • • • • • 1.380 0.240 t ITEM# AESCRIP110N Q tz it t, MASTER SECURITY DOORS, INC 702 SOUTH MILITARY TRAIL DEERFIELD BEACH, FL 33442 TELEPHONE: 561 -499 -7558 FAX: 561 -499 -7558 61 HWCEMR(E 1/� 6.2 HINGE EACKER,FL TE 11naVT tl 63 ItIN FEMALE 1 / ASS " ( 6.4 ME X 1.315 SOCKET READ 2/ ASS.y (6.3 1 - Ft N4 E FEMAL -E---- (6.4) MSX1.375 .SOCKET HE 63 PlvoTrron 1/ S'Y 6.6 M8X20.3 AI -LEN P- 2 / ASSAY n m m V' e< : v 2.170 1 —f t4 0.530 DIA. 0.310 � 0.711- - . _, . ._.. .r �i� LsIsa�r iod alEssiw aDRV'r IOOa ONIMSNU VS11 Exa :gac[ow I ASS)/ SOME :o. v iu _ aNON :TIVDS �p4 (DI :j J y Q .. So /oI /I I :NNW ZING 0.225 J i 6.1 T 0495 FtI•Cte SCALE: KALE 0.310 3.030 NIA Le •IA. 1.158 oytt 0.705 �. 0.870 0.390 ---® 0.352 - Approvedse complyingvMheso Dee 1 ,.: 0. 0 R 0.156 riA � � 2.520 0.880 « A. TILLI�T�awwJR., C . U �eRt�� lY /lfPI .. / r j ig /.1 ... .A1/ _ .. 3 � � FL., UC.NO. 44167 0.380 ` �— 0.233 — 6,3 H - I Nc�e F MALE SCALE: EbtC L 05 -371 DRAWING N° 2.201 6 Ft LN4511ACICER.IN AY SCALE: 1 =v u. / / ( - 0.435 SHEET 10 OF 11 • • • • • • • ••• • • •d730 • • • • • • 0.940• • • •••• 0.52.1 •... • . 0.305• • •• •••• • • • • FR. me C t A.914.14 - • • •••• • •• •• ••• . - - - • • • • • •••• 0 CONiT T: 6SSI ON CCI SCAI_6: 10X 0.024 Si f_ � 444444 0.790 V c;6 TER L TIWT JR., P.E. {.0 RLICTURAL. BOWER 0.800 FL. UIC.NO. 44167 0,940 Q LOWER F1 AM6 SILL TO FRAMI.JAMI� CONNECTION 0.589 1.542 RETENTION CLIP SCALE: HALF 0.430 0..310 T,IA. /i `�' r 'FRAME 1/4' X 1/2° WELA PLAN ELEVATION 0 Su,'BFRAME CONNE +CTION TO FRAME 0 FRAME 0.125 r 1.624 0.14,9 —a •mss-- I 3 — 2.54 —► 1.219 I l ls — AAJ Pb1 NTIDN CLIP HeOlASINI Cj SCALE:1/2 TLLIT TESTING & ENGINEERING COMPANY 6355 NW 36 STREET, STE. 365 MIAMI, FLORIDA 33166 i. i O INC. rr QOM s proved ea t 05 -371 DRAWING N° SHEET 11 OF 11 Th .L' following pages were originally attached to plans. with the following permit # " "C -21`7(9-.. Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Project Name : MR. MEYER # 9 -2 -08 860 N.E. 98 STREET MIAMI SHORES,FLORIDA Engineer of Truss Design Package John A. Ilter, P.E. EL Reb.Eng. No 36205 3320 Paddock Road Weston,FL 33331 (954) 600 -7123 Building Authority ; MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC 2004/TPI2002 /ASCE7 -02 Software Used: MITEK @ 20/20 2000 VER.6.4 Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Engineer of Truss Design Package John A. Ilter, P.E. EL Reb. Eng. No 36205 3320 Paddock Road Weston, FL 33331 (954) 600 -7123 Project Name: MR MEYER # 9 -2 -08 860 N.E. 98 STREET MIAMI SHORES, FLORIDA Building Authority: HIALEAH , FLORIDA Design Load: 30 + 20 + 0 + 10 PSF Building Code: FBC2001 /ASCE 7/98 Software Used: MiTek 2000 Ver. 5.1 Project Engineer of Record: •••• • • • • •••• •• ' • 5555.. • •• • • ..•.• • • • • • • • • •.•• - • • • • -: • 5 555.. • • • •5555 555555 55•5 • • ..' • • • • 5 5555 •• • 5 55555 555555 . • • • • • • • • • • • • • • •••• • •••• •• • • • • •.55•. • • ••-.•• • • ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 To: Reaction Summary Job Number: Page: 1 Date: 09 -12 -2008 - 9:23:13 AM Project ID: 9 -2-08 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 4 CJ9 38 lbs. each 9 - 0 - 13 ROOF TRUSS 2 -7 -14 2.83 0.00 Joint 9 Joint? 551 lbs. 678 lbs. -816 lbs. -461 lbs. ,, ,, 4 (2) 2 -Ply GR1 127 lbs. each 26 - 4 - 0 ROOF TRUSS 2 - 8 -1 4.00 0.00 Joint 15 Joint 9 / 2993 lbs. 2993 lbs. -2481 lbs. -2481 lbs. e " / \ 2 H1 128 lbs. each 26 - 4 - 0 ROOF TRUSS 3 - 4 - 1 4.00 0.00 Joint 13 Joint 8 1579 lbs. 1580 lbs. -1327 lbs. -1327 lbs. / ' ~ ~ r _ ^� 2 H2 129 lbs. each 26 - 4 - 0 ROOF TRUSS 4 - 0 - 1 4.00 0.00 Joint 13 Joint 9 1579 lbs. 1580 lbs. - 13071bs. -1307 lbs. �, :_ _,, 2 H3 1381bs. each 26 - 4 - 0 ROOF TRUSS 4 - 8 -1 4.00 0.00 Joint 15 Joint 9 1579 lbs. 1580 lbs. - 12871bs. - 1287lbs. e / 0- 8 8 J1 3 lbs. each J3 10 lbs. each 1 - 0 - 0 3 - 0 - 0 ROOF TRUSS ROOF TRUSS 10 - 1 4.00 0.00 1- 4.00 0.00 Joint 2 Joint 3 N 106 lbs. 9 lbs. -174 lbs. -79 lbs. � V O Joints Joint 3 Joint 4 Q • : 478 lbs. 1141bs. 196 lbs . i �` -876 lbs. -56 lbs. -81 lbs. • •4• • i r , • u 8 J5 16 lbs. each 5 - 0 - 0 ROOF TRUSS 2- 2- 1 4.00 0.00 Joint 5 Joint 3 Joi t Of f • 41.. • f • 468 lbs. 107 lbs. 5411• • • O • ••• -694 lbs. -104 lbs. • .... • 16 J6 20 lbs. each 6 - 6 - 0 ROOF TRUSS 2 - 8 - 1 4.00 0.00 _ Joint 5 Joint 3 Joitio4 : • • �V • • • • • ar • • • 535 lbs. 186 lbs. 391}is• • • -698 lbs. -195 lbs. • • • • • • • • • J 8 Ml 58 lbs. each 12 - 6 - 0 ROOF TRUSS 3 - 8 - 12 3.00 0.00 • • Joint 1 Joint 5 •••I •••• • • 741 lbs. 741 lbs. • • • •••• • • • • -455 lbs. - 550 lbs. • • • • • • • .. a " l 11 MIA 58 lbs. each 12 - 6 - 0 ROOF TRUSS 3 - 8 - 12 3.00 0.00 Joint 1 Joints • • • • • a • • 741 lbs. 741 lbs. • • •••• •••• 66716s. -797 lbs. • • • • / � 7 T1 129 lbs. each 26 - 4 - 0 ROOF TRUSS 4 -10 -12 4.00 0.00 Jointl2 Joint8 •• •• • •••• 1580 lbs. 1579 lbs. • • • • -1280 lbs. -1280 lbs. • • • i`_ 1 V11 34 lbs. each 12 - 0 - 0 ROOF TRUSS 1- 6- 0 3.00 0.00 Joint 1 Joint 4 Joint 3 238 lbs. 711 lbs. 238 lbs. -156 lbs. -476 lbs. -156 lbs. 1 V15 49 lbs. each 16 - 0 - 0 COMMON 2- 0- 0 3.00 0.00 Joint I Joint 9 Joint 7 oint 6 Joint 5 195 lbs. 513 lbs. 223 lbs. 13 lbs. 195 lbs. -128 lbs. -363 lbs. -98 lbs. 63 lbs. -128 lbs. I'I 1 V19 621bs. each 20 - 0 - 0 ROOF TRUSS 2- 6- 0 3.00 0.00 Joint 1 Joint 9 Joint 7 int 6 Joint 5 234 lbs. 638 lbs. 388 lbs. 8 lbs. 234 lbs. - 1521bs. - 4441bs. -194 lbs. lbs. -152 lbs. 1 V4 6 lbs. each 4 - 0 - 0 ROOF TRUSS 0- 6- 0 3.00 0.00 Joint 1 Joint 2 Joint 3 69 lbs. 139 lbs. 69 lbs. -74 lbs. -129 lbs. -74 lbs. ,...,. 1 V7 20 lbs. each 8 - 0 - 0 ROOF TRUSS 1- 0- 0 3.00 0.00 Joint 1 Joint 3 337 lbs. 337 lbs. -240 lbs. -240 lbs. ••• • � •• • • •• • • • • •• • • • • • Job 9 -2 -08 Truss CJ9 Royal Truss Corp, Hialeah Gardens, FL 33016 3x4 = LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 4-6 -14 4-6 -14 2 -0-11 2-6-6 2 -0-11 0 -5 -11 2x4 I I LOADING (psf) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.00 TCDL 20.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2004/TPI2002 Truss Type ROOF TRUSS REACTIONS (lb /size) 9= 551/0 -11 -5, 7= 678/Mechanical Max Horz 9 =256(LC 2) Max Uplift9=- 816(LC 2), 7 =- 460(LC 2) 5 -7 -13 3 -1-8 CSI TC 0.58 BC 0.62 WB 0.13 (Matrix) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 478/0, 2- 3=- 535/32, 3- 4=- 92/55, 4- 5=4/0 BOT CHORD 1- 9= 0/475, 8- 9=- 211/475, 7-8 =- 211/475, 6 -7 =0/0 WEBS 2 -9 =- 312/388, 3-5=- 56/247, 3- 7 =- 525/233, 4 -7 =- 345/343 4 1 Job Reference (optional) 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:13:56 2008 Page 1 DEFL in (loc) 1/defi Vert(LL) 0.09 7-8 >848 Vert(TL) -0.11 7-8 >720 Horz(TL) 0.01 7 n/a • • • BRACING ••••• • • •••••• TOP CHORD Structural wood sheathing direr ISP flied or 6 -0 -0 • oc purlins ••••• BOT CHORD 8 Ply MEYER T 2x4 I I 9 -0-13 4-5 -15 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 9 and 460 lb uplift at joint 7. 5) 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 Trapezoidal Loads (plf) Vert: 1=0(F=50, B= 50)- to- 4=- 222(F =41, B = -61), 4=- 162(F =-61, B=- 61)- to- 5=- 167(F =-63, B =-63), 1 =0(F =10, B =10)- to- 6=- 45(F = -13, B = -13) 9 -0-13 3-5-0 Scale =1:15.4 2x4 I I 4 5 3x4 = Lid PLATES GRIP 249 MT20• • 24411 • •••. •.•.• n/a • •• • • • • ••• i •• Weight :36'I • •. •••••• •.• 04 • • Rigid ceiling direotly orN oc bra8i M'• •••••• •••••• • • ..•• • • • •••••• •••• • • • • • • • • • • • S . • • • • • • • S. • John 305-623-'7303 06 SEP 3 2008 74337 Commerce Way Miami Lakes, FL 33016 •••••• Job 9 -2 -08 H Royal Truss Corp, Hialeah Gardens, FL 33016 REACTIONS WEBS 1 -10-0 6-6-0 1 -10-0 4-8-0 3x4 = 1 -10-0 1-6-0 I I 1-6-00-4-0 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 FORCES (lb) TOP CHORD BOT CHORD 4.00 12 15 3x6 I I Truss GR1 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 10 -11 -15 4-5 -15 5x6 = 3 14 6x8 = Truss Type ROOF TRUSS 4 6-6-0 10 -11 -15 4-8-0 4-5 -15 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 (lb/size) 15= 2994/0 -8 -0, 9= 2994/0 -8 -0 Max Uplift15=- 2480(LC 2), 9=- 2480(LC 2) 3x4 = 13 12 3x4 =4x5 = CSI TC 0.74 BC 0.75 WB 0.73 (Matrix) Clty 2 Ply 2 15-4 -1 4-0-3 15-4-1 4-4-3 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:13:57 2008 Page 1 3x8 = 5 11 2x4 11 19 -10-0 4-5 -15 DEFL in (loc) Vert(LL) 0.3211 -13 Vert(TL) - 0.4311 -13 Horz(TL) 0.09 9 MEYER Job Reference (optional 5x6 = 6 10 6x8 = I/defi >845 >627 n/a Maximum Compression/Maximum Tension 1 -2 =- 195/0, 2 -3 =- 5278/3938, 3-4=- 4996/3843, 4 -5 =- 6933/5380, 5-6 =- 4996/3842, 6 -7 =- 5278/3937, 7-8= -195/0 1 -15 =0/ 193,14 -15 =0/ 193,13 -14=- 5145/ 6933,12 -13 =- 5147/6932,11 -12 =- 5147/6932, 10 -11 =- 5147/6932, 9 -10= 0/193, 8 -9 =0/193 2 -15 =- 2807/2303, 2 -14 =- 3730/4809, 3 -14 =- 593/1069, 4 -14 =- 2292/1753, 4 -13= 0/200, 5 -13 =- 41/43, 5 -11= 0/182, 5 -10 =- 2291/1755, 6 -10 =- 594/1069, 7 -10 =- 3729/4810, 7 -9 =- 2808/2302 24-6-0 4-8-0 9 3x6 I I 26-4 -0 19 -10-0 24-6-0 24 4-5 -15 4-8-0 0-4-01-6-0 Lid PLATES GRIP 24D MT20•"''. 244/190 246 • • •••• ••••• . n/a ' • • .. • • • Weight:•386tib • .... •••••• •••••• • • • • • • • • • • •• . 26-4-0 1 1 -10-0 Scale 1:46.7 3x4 = BRACING •••• • •••••• TOP CHORD Structural wood sheathing direr ISPdpplied or -7 -6 ' ••••• oc purlins. •••••• •• • . BOT CHORD Rigid ceiling direc�tly'apolied or6-6 -I' • oc braciTtt! • • • •••••• • • •••• •••• •• • • • • •• • NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc. Bottom chords connected as follows: 2 X 4 -1 row at 0 -7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0 -9 -0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. John A. liter, PE a 36206 5) Provide adequate drainage to prevent water ponding. 305 -823 -7303 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. �EP 1 2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2480 lb uplift at joint 15 and 2480 lb uplift at joint 9. 8) Girder carries hip end with 6 -6-0 end setback. 14337 Commerce Way Miami Lakes, FL 33016 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 650 lb down and 490 lb up at 19 -10 -0, and 650 lb down and 490 lb up at 6 -6 -0 on bottom chord. The Coggogap 2f such connection device(s) is the responsibility of others. • • . •••••• • . Job 9 -2-08 Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:13:57 2008 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-100, 3- 6=- 196(F = -96), 6-8 =- 100,1 -14=- 20,10- 14=- 39(F = -19), 8- 10 = -20 Concentrated Loads (lb) Vert: 14=- 650(F) 10=- 650(F) • • • • •• • • • • • • • • • • • . • . . • • . • • •• •••••• • • • • • • • • • • •• • • • • • • • • ••••• • .• •.•..• • • • • •••••• •••••. • • • • •• • • • • • • • •... • • • • • • • • • • • •• • • • • John 305 -W3-- 7303208 SEP 1 3 2 008 14337 Commerce Way Miami Lakes, FL 33016 ••••• • • •••.• •••.•. • • • •••••• • • ••••.• • • Job 9 - 2 - 08 Truss H1 Truss Type ROOF TRUSS Qty 2 Ply 1 MEYER Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:13:58 2008 Page 1 1 -10-0 8-6-0 13 -2.0 17 -10-0 24-6-0 26.4 -0 I I I I 1 -10-0 6-8-0 4-8-0 4-8-0 6-8-0 1 -10-0 Scale = 1:46.7 4x10 = 4.00 Fir 2x4 II 4x10 4 5 = 4x5 '41 4x5 2 6 1 !. ." 7 • ►ii ► . o 3x4 = ► ' ► =' 3x4 = 13 12 11 10 9 8 3x6 II 4x6 = 3x4 = 4x6 = 3x6 11 3x8 = 1 -10-0 26-4-0 1-6-0 8-6-0 13 -2-0 17 -10-0 24-6-0 24 i I I I I I 1-6-00-4-0 6-8-0 4-8-0 4-8-0 6-8-0 0-4-01-6-0 Plate Offsets (X,Y): [3:0- 5- 0,0- 1 -13], [5:0- 5- 0,0 -1 -13] •••• LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lit 1 • PLATE$. • • • GRIP TCLL 30.0 Plates Increase 1.00 TC 0.88 Vert(LL) 0.19 10 >999 240 • • a MT20 • 244PI O :' TCDL 20.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.28 10 -12 >984 244) •••• • • • • • BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.05 8 n/a n/a. • : • • •••••• BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • • • •••• • Weight: 1'28 lb • •••• • • • •••••• • LUMBER BRACING • ••••• TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood AMA% directIyplied or3�T; ji, • • BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • • • • • : •••••• WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling direied or 5 -14 oc bracing. . • REACTIONS (lb/size) 13= 1580/0 -8 -0, 8= 1580/0 4-0 � • . , • • • • • • • • Max Uplift9 3=- 1326(LC 2), 8=- 1326(LC 2) • • • • • • • • • • • • • • FORCES (lb) - Maximum Compression/Maximum Tension • • • • TOP CHORD 1 -2 =- 286/0, 2 -3 =- 2360/1562, 3-4=- 2504/1852, 4-5 =- 2504/1852, 5-6 =- 2360/1562, 6 -7= -286/0 BOT CHORD 1-13=0/309, 12-13=0/309, 11-12=-1290/2142, 10-11=-1290/2142, 9- 10=- 1290/2142, 8- 9= 0/309, 7-8 =0/309 WEBS 2 -13 =- 1459/1275, 2 -12 =- 1312/1841, 3 -12 =- 124/240, 3 -10 =- 313/600, 4 -10 =- 427/373, 5 -10 =- 313/600, 5 -9 =- 124/240, 6- 9=- 1312/1841, 6-8 =- 1459/1275 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1326 lb uplift at joint 13 and 1326 lb uplift at joint 8. John LOAD CASE(S) Standard 306 - 82 PE 03�� SEP 1 3 2008 14337 Commerce Wa Miami Lakes, FL 33016 Job 9 -2 -08 Royal Truss Corp, Hialeah Gardens, FL 33016 1 1 - 10 - 0 1 -10-0 3x4 = LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (lb) TOP CHORD BOT CHORD WEBS 2x4 I I 2 13 6x6 = 1 -10-0 11-6-0 I I 1- 6 -00-4 -0 Truss H2 6 -2-0 LOAD CASE(S) Standard 4-4-0 4-4-0 4.00 FiF 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2 X 4 SYP No.3 4x6 3 8-8-0 Plate Offsets (X,Y): [4:0- 5- 8,0 -2 -01 LOADING (psf) SPACING 2-0-0 TCLL 30.0 Plates Increase 1.00 TCDL 20.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 Truss Type ROOF TRUSS 10-6-0 (lb /size) 13= 1580/0 -8 -0, 9= 1580/0 -8-0 Max UpIift13=- 1306(LC 2), 9 =- 1306(LC 2) 4x10 = 4 12 11 3x4 = 3x4 = CSI TC 0.54 BC 0.54 WB 0.90 (Matrix) 5-4.0 10-6-0 15 -10-0 5-4-0 Qty 2 Ply 1 MEYER Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:13:58 2008 Page 1 15 -10-0 20 -2-0 4x8 = 5 10 3x8 = DEFL in (Ioc) Vert(LL) 0.1610 -12 Vert(TL) -0.3112 -13 Horz(TL) 0.09 9 BRACING TOP CHORD BOT CHORD 4-4-0 Udefl >999 >887 n/a 4x6 6 24.6-0 8-8-0 - Maximum Compression/Maximum Tension 1 -2 =- 344/0, 2 -3 =- 206/0, 3.4=- 2153/1473, 4 -5 =- 1987/1470, 5 -6 =- 2154/1473, 6 -7 =- 206/0, 7-8= -343/0 1 -13 =0/ 305,12 -13 =- 1223/ 2014,11 -12 =- 1106/1987,10 -11 =- 1106/1987, 9 -10 =- 1223/2014, 8 -9 =0/305 2 -13 =- 379/468, 3 -12 =- 80/184, 4 -12 =0/163, 4 -10 =- 181/182, 5 -10 =0/160, 6 -10= 40/185, 7 -9 =- 379/467 , 3- 13=- 2134/1730, 6- 9=- 2134/1730 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1306 lb uplift at joint 13 and 1306 lb uplift at joint 9. 24-6-0 4.40 2x4 I I . 10111 4 , 1 1 7 •••• L/ • PLATE § • • • GRIP 24 • • . MT20• S.• 244A 90 • • 249 .... • • • • . . . Weight: 129 lb ••.i• 6x6 = 8 1 26-4-0 1 1 -10-0 Scale =1:46.7 9 26-4 -0 2411?-0 0-4-01-6-0 • 3x4 = Io • •.... • •...• ••••• •••.i• • Structural wood sM fllI11 directiry lied or ?510 . Rigid ceiling diregtlyeepiied or 5 -3-4 oc bracing. . • • • • •••• • • • •••• • • •• • • •• •• •••••• • • • • • • •• • oc purlins. •• •• •••.•• • • John 305-823-7303 t 205 SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 33016 Job Truss Truss Type Qty Ply MEYER 9 -2 -08 H3 ROOF TRUSS 2 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 3301 WEBS 1 -10-0 1 - LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 FORCES (lb) - TOP CHORD BOT CHORD 15 3x6 II 1 -10-0 I 1 -0-0 I I 1- 6 -00-0-0 LOAD CASE(S) Standard 7 -2-0 5-4-0 7 -2-0 5-4-0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 14 5x6 = SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 12-6-0 5.4-0 12-6-0 5-4-0 REACTIONS (lb /size) 15= 1580/0 -8 -0, 9 =1580/0 -8-0 Max Uplift15=- 1286(LC 2), 9 =- 1286(LC 2) CSI TC 0.57 BC 0.45 WB 0.71 (Matrix) 1 13 -10 -0 1-4.0 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:13:59 2008 Page 19 -2-0 5-4-0 13 12 11 3x4 = 3x4 = 3x8 = I 13 -10 -0 19 -2-0 5-4-0 -4-0 DEFL in (loc) Vert(LL) 0.1513 -14 Vert(TL) - 0.2413 -14 Horz(TL) 0.05 9 BRACING TOP CHORD BOT CHORD 10 5x6 = 24-6-0 • 5.4.0 Udefl Ud >999 S14u. >999 O' • n/a • AU9 • • Maximum Compression/Maximum Tension 1- 2=- 194/0, 2- 3=- 2351/1463, 3-4=- 1948/1331, 4 -5 =- 1759/1336, 5-6 =- 1951/1332, 6 -7 =- 2350/1462, 7- 8= -194/0 1 -15= 0/160,14 -15 =0/ 160,13 -14=- 1213/ 2151,12 -13 =- 903/1755,11 -12 =- 903/1755, 10 -11 =- 1212/2150, 9 -10= 0/159, 8 -9 =0/159 2 -15 =- 1454/1183, 2 -14=- 1388/2039, 3 -14=- 224/292, 3 -13 =- 497/342, 4 -13 =- 128/290, 4 -11 =- 235/256, 5 -11 =- 123/355, 6 -11= 492/339, 6 -10 =- 225/292, 7 -10 =- 1387/2037, 7 -9 =- 1453/1183 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1286 lb uplift at joint 15 and 1286 lb uplift at joint 9. 24-6-0 5-4-0 9 3x6 II •% • .44A-6-0 PLATES • MT2b • • • • 26-0 .5.. Weight: 139lb • • Structural woodJayyng directI applied or 3 -143 oc purlins. • • • • Rigid ceiling dirSctly app lied or 5 6 7 oc bracing. • • • •• • •• • • • • .• • John 305-823-7303 8 B2Cffi SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 33018 1 26.4-0 1 -10-0 Scale = 1:46.7 Io GRIP • 2'44P1tts' • • • • • • Job 9 -2-08 Truss J1 Royal Truss Corp, Hialeah Gardens, FL 3301 LOADING (pst) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.00 TCDL 20.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard Truss Type ROOF TRUSS 1 REACTIONS (lb /size) 2= 107/Mechanical, 3= 10/Mechanical Max Horz 2=- 202(LC 2), 3= 260(LC 2) Max Uplift2=- 174(LC 2), 3= -78(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 265/140 BOT CHORD 1 -3 =- 107/260 1 - 0 - 0 1 -0-0 4.00 12 Qty Ply I MEYER 3x4 = CSI TC 0.04 BC 0.08 WB 0.00 (Matrix) 1 -0-0 1 -0-0 8 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:13:59 2008 Page 1 2 DEFL in (loc) Vert(LL) -0.00 1 Vert(TL) -0.00 1 Horz(TL) 0.00 BRACING TOP CHORD 1/defl n/r n/r n/a 0 • • • • •••• •• • • • S. • NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 2 and 78 lb uplift at joint 3. 5) Non Standard bearing condition. Review required. • • Weight: 3 lb •• • • . • • •• Of •• • John A. liter, PE # 36205 305 -823 -7303 SEP 1 3 14337 Commerce We Miami Lakes, FL 33016 Scale = 1:5.1 S PLA�i•S • GRIP • • MT2 • 24471.9b• • . • • • • • • • ••... Structural woodab6athng directly applied or 1 - Q b oc purlins. ; • ; „ .. • BOT CHORD Rigid ceiling dirgctly applied or 0,-Q bc bracing. • •• • • • 0 • • •• • Job Truss I Truss Type Qty Ply MEYER 9 -2-08 J3 ROOF TRUSS 8 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 LOAD CASE(S) Standard 3x4 = SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.34 BC 0.41 WB 0.13 (Matrix) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 131/61, 2 -3= -50/36 BOT CHORD 1- 5= 0/125, 4 -5 =0 /0 WEBS 2-5 =- 309/436 2 -2-0 2 -2-0 3 -0-0 3 -0-0 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:13:59 2008 Page 1 REACTIONS (lb/size) 3=- 56/Mechanical, 4 =- 81/Mechanical, 5= 479/0 -8-0 Max Horz 5=125(LC 2) Max Uplift3 = -56(LC 1), 4= -81(LC 1), 5=- 876(LC 2) Max Gray 3 =114(LC 2), 4= 196(LC 2), 5= 479(LC 1) 2.4 I I 3 3 -0-0 0-10-9 •••• • • . •. • Scale = 1:7.7 • • • • DEFL in (loc) Udefl Ud • MATEY • GRIP • • Vert(LL) 0.00 5 >999 116.1** MT2b'" 24*t11Jb• Vert(TL) 0.00 4 -5 >999 246'' • ' • • Horz(TL) 0.03 3 n/a des • • • • • • • •••• Weight:10lb LUMBER BRACING ••'.•' • .•' • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural woodrobsetang directl or 3-Q-1) BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • • s. • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling dir ectly applied ors 0 0-0 oc bracing. • NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3, 81 lb uplift at joint 4 and 876 lb uplift at joint 5. I. • •• • • • • • • •• • John A. liter, PE # 36205 305 - 823 -7303 SEP 1 3 2008 • - - -• 14337 Commerce Way Miami Lakes, FL 33016 Job 9 -2 -08 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 Truss J5 Royal Truss Corp, Hialeah Gardens, FL 3301 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 1 1-6-0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress lncr YES Code FBC2004ITPI2002 Truss Type ROOF TRUSS 1 -10$td II 0-4-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 213/67, 2- 3= -62/24 BOT CHORD 1 -5= -0/198, 4 -5 =0 /0 WEBS 2 -5 =- 359/456 CSI TC 0.36 BC 0.27 WB 0.14 (Matrix) REACTIONS (lb /size) 3= 107/Mechanical, 4=7/Mechanical, 5=468/0 -8-0 Max Horz 5 =198(LC 2) Max Upiift3 =- 104(LC 2), 5=- 693(LC 2) Max Gray 3 =107(LC 1), 4 =55(LC 2), 5=468(LC 1) 5 -0-0 5 -0-0 Qty 1 Ply 8 1 5-0-0 3 -2-0 MEYER Job Reference (optional) 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:00 2008 Page 1 • •.• DEFL in (loc) 1/defl Lid Vert(LL) -0.02 4 -5 >999 ldd : • Vert(TL) -0.02 4 -5 >999 Mt • • Horz(TL) 0.03 3 n/a OS • • •••• • • • •• • NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 693 lb uplift at joint 5. 3 ••• • PaTd • GRIP • • MT25' • • 244M5 • • • • • • • • • We4ght: 16 lb BRACING ..••.• •••• • • TOP CHORD Structural wood obeetjung directly applied or 5-4-t1 oc purlins. ; • ; • BOT CHORD Rigid ceiling dir,ctly applied ors 0 0-® oc bracing. .• • • • • • • •• • John A. Iher PE # 36205 305 -823 -7303 SEP 1.3 I I 14337 Commerce Way Miami Lakes. FL 33016 Scale =1:10.2 Job Truss 9 -2 -08 Royal Truss Corp, Hialeah Gardens, FL 3301 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 J6 3x4 = SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 Truss Type 1-6-0 I 1 -10 -0 1-6-0 0-4-0 ROOF TRUSS 2x4 II LUMBER BRACING ..' •.' •. • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly.applied or 6-Q6-0 BOT CHORD 2 X 4 SYP No.2ND oc purlins. ' • • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling dire tly app lied or 10 0 Ooc bracing. . REACTIONS (lb /size) 3= 187 /Mechanical, 4= 40/Mechanical, 5= 536/0 -8 -0 Max Horz 5=249(LC 2) Max Uplift3 =- 194(LC 2), 5=- 698(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 279/77, 2- 3= 44/45 BOT CHORD 1 -5 =- 0/249, 4 -5 =0/0 WEBS 2- 5= 454/552 LOAD CASE(S) Standard CSI TC 0.45 BC 0.15 WB 0.17 (Matrix) 6-6-0 6 Qty Ply 16 1 6-6-0 4-8-0 MEYER Job Reference (optional) 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:00 2008 Page 1 • • •• • • •• • DEFL in (loc) Udefl lid PLATES • GRIP • Vert(LL) -0.01 4 -5 >999 ��0 : •' MT26 * • * 24/06" Vert(TL) -0.03 4 -5 >999 24d ' • • • Horz(TL) 0.01 3 n/a DV • • • • • • • •••• Wefight:21lb • • NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 3 and 698 lb uplift at joint 5. 3 • - -- • • • • •••• • • • •• • •• • • • • • • •• • John A. 0ter, PE # 38205 305-823 -7303 SEP 1 .3 2008 14337 Commerce We Miami Lakes, FL 33016 Scale =1:13.1 Job 9 -2-08 Truss M1 Truss Type ROOF TRUSS Qty 8 Ply 1 MEYER Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MiTek Industries, Inc. Fri Sep 12 09:14:01 2008 Page 1 6-3-0 12-6-0 I 6 -3-0 6-3-0 Scale =1:21.3 2x4 I I 4 3.00 12 i 3x5 3 2 .= 00 O. 1 11 3x4 3x4 6 I I 2x4 I I 3x5 = 4x5 6 -3-0 12-6-0 I • • • • 6 -3-0 63-0 • • • • • Plate Offsets (X,Y): [1:0- 2- 0,0 -4 -15] • • • • • • • S.•. LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) Udefl •1•161: . PLATES GRIP . TCLL 30.0 Plates Increase 1.00 TC 0.69 Vert(LL) 0.08 1-6 >999 2419, , MT.20 • 2421•f1g0'; TCDL 20.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.13 5-6 >999 9.449.. • BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.04 5 n/a n/a • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • • • • Weis ni "aD lb • LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing dire tiyt aBplied ep444 BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • •••• • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling dirkotby a ftplied or•5r6,9 oc bragrn�" : SLIDER Left 2 X 4 SYP No.3 3 -1 -13 WEBS 1 Row at midpt 3-5 •••••• REACTIONS (lb /size) 1= 741/0 -7 -0, 5= 741/0 -3-8 Max Horz 1 =344(LC 2) Max Uplift1=- 455(LC 2), 5 =- 549(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 1566/871, 2 -3 =- 1428/885, 3-4= 48/45 BOT CHORD 1-6 =- 1087/1441, 5-6 =- 1087/1441 WEBS 3- 6= 0/140, 3- 5=- 1507/1137, 4 -5=- 248/238 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint 1 and 549 lb uplift at joint 5. LOAD CASE(S) Standard John A. *ter. PE s 33205 303- 823 -7303 SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 3301 Job Truss Truss Type Qty Ply MEYER 9 -2 -08 MIA ROOF TRUSS 11 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 4x5 I I LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 3x4 LOAD CASE(S) Standard 3x4 6 -3-0 6 -3-0 6 -3-0 6 -3-0 Plate Offsets (X,Y) J1:0- 2- 0,0 -4 -15] SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3 -1 -13 REACTIONS (lb /size) 1= 741/0 -7 -0, 5= 741/0 -3-8 Max Horz 1= 470(LC 2) Max Uplift1=- 667(LC 2), 5=- 796(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 1566/1283, 2 -3 =- 1428/1299, 3- 4= -96/45 BOT CHORD 1- 6=- 1574/1441, 5- 6=- 157411441 WEBS 3- 6= 0/140, 3 -5 =- 1507/1647, 4 -5 =- 248/335 CSI TC 0.96 BC 0.37 WB 0.50 (Matrix) 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:01 2008 Page 1 2x4 I I DEFL Vert(LL) Vert(TL) Horz(TL) BRACING TOP CHORD BOT CHORD WEBS in (loc) 0.11 1-6 -0.13 5-6 -0.04 5 1/defl >999 >999 n/a 12-6-0 6-3-0 12-6-0 6 -3-0 • •• NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; partially; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 667 lb uplift at joint 1 and 796 lb uplift at joint 5. •••• • • • • •• • • • • •••• ,1414 • • PLATE§ GI;IP • 2 �•• MT • 24f/499•0 MO n7; I'. • • ; Wart: 85 lb • • •• • • Structural wood sheathing direotlyapplied Rigid ceiling directly applied of it A oc bracing. 1 Row atmidpt •••• , 3 -5 •• • • • • •• • John 305- 823- 7303�2QS SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 33015 Scale = 1:21.3 2 x 4 I I 4 6x6 = • • • • • • • Job 9 - 2 - 08 Truss T1 Gardens, FL 33016 Truss Type _ ROOF TRUSS 6.500 Qty 7 s Mar 8 Ply 1 2007 MiTek MEYER Job Reference (optional) Industries, Inc. Fri Sep 12 09:14:02 2008 Page 1 Royal Truss Corp, Hialeah 1 -10-0 I 7-6-0 13 -2 -0 18 -10-0 24-6-0 26-4 -0 1 I I I I I 1 -10-0 5-8-0 5-8-0 5-8-0 5-8-0 1 -10-0 Scale = 1:45.8 4x8 = 4.00 • 4 3 3x4 3x4 a 4x5 � y i 4x5 6 • 3x4 = "= '' 3x4 = 12 11 10 9 8 3x6 I I 5x6 = 5x8 = 5x6 = 3x6 I I 1 -10-0 7-6-0 13 -2-0 18 -10-0 24-10-0 26-4-0 11-6-0 I I I I I ( I 1-6-0 0-4-0 5-8-0 5-8-0 5-8-0 • 1 -0-0 • • •••• 1-6-0 Plate Offsets (X,Y): [10:0.4- 0,0 -3 -0] ' • • • • • • •' •••• LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl j..(cL: • • PLATE G[2IP • TCLL 30.0 TCDL 20.0 Plates Increase 1.00 Lumber Increase 1.33 TC 0.58 BC 0.46 Vert(LL) 0.15 9 -10 >999 24%., Vert(TL) -0.25 9 -10 >999 940 • MT20 244/4• • • ' 9© BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.05 8 n/a n7 ' • • • BCDL 10.0 Code FBC2004JTPI2002 (Matrix) • Weldlit;t %0 lb • • • • , • LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheath&ig direotyr applied or3.6 -b• BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • ' • • • •' • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling dinktleapPlied or S63 -12 oc brVIIIIr REACTIONS (lb /size) 12= 1580/0 -8 -0, 8= 1580/0 -8 -0 • • • Max Upift 12=- 1279(LC 2), 8 =- 1279(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 171/0, 2- 3=- 2362/1456, 3-4=- 1889/1281, 4 -5=- 1889/1281, 5-6 =- 2362/1456, 6- 7= -171/0 BOT CHORD 1 -12 =0/ 178,11 -12 =0/178,10 -11 =- 1200/2155, 9 -10 =- 1200/2155, 8- 9= 0/178, 7-8 =0/178 WEBS 2 -12 =- 1453/1189, 2 -11 =- 1343/1997, 3 -11 =- 196/274, 3 -10 =- 598/389, 4 -10 =- 296/559, 5 -10 =- 598/389, 5 -9 =- 196/274, 6- 9=- 1343/1997, 6-8 =- 1453/1189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1279 lb uplift at joint 12 and 1279 lb uplift at joint 8. LOAD CASE(S) Standard John A. liter. PE 8 36205 30 5-823 -7303 SEP 1 I Mini L FL e33®1lY Job 9 -2-08 Royal Truss Corp, Hialeah Gardens, FL 33016 FORCES (lb) TOP CHORD BOT CHORD WEBS SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.34 BC 0.20 WB 0.14 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl n/a - n/a n/a - n/a 0.00 3 n/a • • • • • [.RJ • .999• •• .990. • • Iaia. • • • •••• LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 PI:ATX•3 • MTN,•• • • -• -•n. • GRIP • 244Vt90?• Wj}igtd • 34 lb • LUMBER TOP CHORD BOT CHORD OTHERS REACTIONS Truss V11 Truss Type ROOF TRUSS Qty 1 Ply 1 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2X4 SYP No.3 LOAD CASE(S) Standard 3x4 6 -0-0 6 -0-0 3.00 Fir (lb /size) 1= 222/12 -0-0, 3= 222/12 -0 -0, 4=712/12 -0-0 Max Uplift1=- 155(LC 2), 3=- 155(LC 2), 4=- 476(LC 2) Max Gray 1= 239(LC 3), 3= 239(LC 4), 4 =712(LC 1) - Maximum Compression/Maximum Tension 1 -2 =- 71/47, 2 -3= -71/47 1-4=0/21, 3- 4=0/21 2-4=- 542/470 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:02 2008 Page 1 5x6 = 2x4 II 12 -0-0 12 -0-0 BRACING TOP CHORD BOT CHORD MEYER Job Reference (optional 12 -0-0 6 -0-0 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 1,155 lb uplift at joint 3 and 476 lb uplift at joint 4. 3x4 • • •• • • •••• Scale =1:19.5 •••• • • • • • Structural wood shealhing directly applied o; By:6 oc purlins. • • • • Rigid ceiling directly applied pr ?Q - -GA oc bratfif' • • • • • •• • •.•• • • •• • • • • •• • John A. Ifter, PEN 38206 305 - 823 -7303 SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 33016 • • Job 9 -2 -08 Truss V15 Truss Type COMMON Qty 1 Ply 1 MEYER Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:03 2008 Page 1 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (lb) TOP CHORD BOT CHORD WEBS 3x4 5 -2 -3 5 -2 -3 5 -2 -3 5 -2 -3 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2 X 4 SYP No.3 LOAD CASE(S) Standard 3.00 I ► �� iwi• • ,,.. - � - � - 4 ��pi.•. 4.; �� •••i4•�� t. SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 2x4 I I 3x4 = CSI TC 0.26 BC 0.13 WB 0.11 (Matrix) (lb /size) 1 =195/16 -0 -0, 5= 195/16 -0 -0, 9= 511/16 -0-0, Max Uplift1=- 128(LC 2), 5=- 128(LC 2), 9=- 363(LC 2), - Maximum Compression/Maximum Tension 1 -2 =- 50/49, 2- 3= 49/107, 3- 4= 49/107, 4 -5= -50/49 1 -9 =0/41, 8 -9 =0/41, 7-8 =0/41, 6 -7 =0/41, 5-6 =0/41 2- 9= 400/365, 3- 7=- 207/144, 4- 6= 400/365 8 - 10 -9 -13 2 -9 -13 2 -9 -13 4x5 = 3 2x4 I I 8 -0-0 10 -9 -13 2 -9 -13 2 -9 -13 Max Gray 1= 195(LC 1), 5= 195(LC 1), 9= 514(LC 3), 7 =223(LC 1), 6 =514(LC 4) 2x4 I I • • DEFL in (loc) I/defl Lf& • Vert(LL) n/a - n/a 999 • • Vert(TL) n/a - n/a !MS:. Horz(TL) 0.00 5 n/a 7= 223/16 -0 -0, 6= 511/16 -0-0 7 = -97(LC 2), 6 =- 363(LC 2) NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 1,128 lb uplift at joint 5, 363 lb uplift at joint 9, 97 lb uplift at joint 7 and 363 lb uplift at joint 6. 16 -0-0 5 -2 -3 16 -0-0 54 10 ... . • PLATES* • MT2O:•• 3x4 •• • • •••••' Wegift.49lb SEP 13 2 Scale = 1:26.0 • • BRACING • • • • • •' • TOP CHORD Structural wood $fieiltiiing direct* arklied dr610 -D• oc purlins. • • • • • • BOT CHORD Rigid ceiling directly applied or46+0•0 oc bracing: • • • •••• • • • • • •• • •• • • • • • • •• • I) John A. liter. PE AP 38205 305- 823 -7303 Commerce Lakes, FL 33016 Job LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD OTHERS REACTIONS FORCES (lb) TOP CHORD BOT CHORD WEBS Truss IV19 LOAD CASE(S) Standard SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2X4SYPNo.3 Truss Type ROOF TRUSS 2x4 I I 3x4 = CSI TC 0.39 BC 0.18 WB 0.14 (Matrix) 2x4 II 20-0 -0 20-0 -0 (lb /size) 1= 234/20 -0-0, 5= 234/20 -0-0, 7= 388/20 -0 -0, 9= 630/20 -0-0, Max Uplift1=- 151(LC 2), 5=- 151(LC 2), 7=- 194(LC 2), 9=- 443(LC 2), - Maximum Compression/Maximum Tension 1- 2=- 63/57, 2- 3= 46/132, 3-4=- 66/132, 4 -5 =43/57 1 -9 =0/49, 8 -9 =0/49, 7-8 =0/49, 6 -7 =0/49, 5-6 =0/49 3- 7=- 342/252, 2- 9=- 503/453, 4 -6 =- 503/453 Job Reference o . tlonal Royal Truss Corp, Hialeah Gardens, FL 33016 6.500 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:03 2008 Page 1 DEFL Vert(LL) Vert(TL) Horz(TL) BRACIN TOP CH BOTCH Max Gray 1= 234(LC 1), 5= 234(LC 1), 7= 388(LC 1), 9= 638(LC 3), 6= 638(LC 4) in (loc) I/defl n/a - n/a n/a - n/a 0.00 5 n/a 2x4 II • • • MI • •9gg.. • • .990• • • alas • • • •••• NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 1,151 lb uplift at joint 5,194 lb uplift at joint 7, 443 lb uplift at joint 9 and 443 lb uplift at joint 6. •. • • • • PI:ATM. GRIP '• MT20' • • 244/t90' • • • • • • Waftt •••• G • • • • • • ORD Structural wood shed thing directly applied or 6 -0•0 • oc purlins. • • • • ORD Rigid ceiling directly applied q'fd -A4) oc bisatfn'g. " • • •••• • • • • • 6= 630/20 -0-0 • • • • • • • • 6 =- 443(LC 2) • • • • • • John A. liter PE # 36205 305 - 82 SEP 1 3 2008 • • • Miami Lakes, FL 3301 Job 9 -2-08 Truss V4 Truss Type ROOF TRUSS 6.500 s Qty 1 Mar 8 Ply 1 2007 MITek MEYER Job Reference (optional) Industries, Inc. Fri Sep 12 09:14:04 2008 Page 1 Royal Truss Corp, Hialeah Gardens, FL 33016 I 2 -0-0 4-0-0 2-0-0 3x4 = 2-0-0 Scale =1:6.5 2 3.00 12 3 1 4-0-0 I •••• 4-0-0 • • • • •••• ••••• Plate Offsets (X,Y): [2:0- 2 -0,Edge] •. • • • • • • • LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud • PLATES GRI' TCLL 30.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a I39 • •' MT20 • 244499. s • TCDL 20.0 Lumber Increase 1.33 BC 0.00 Vert(TL) n/a - n/a 919' • • . • • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a ntt • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) We plrt�6 Lb • .• . •� •• . LUMBER BRACING • • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood theIthDig directImpplied orhQ -Q oc purlins. • • • • • •. • • • • BOT CHORD Rigid ceiling dint�lrrep:lied or 100 0 oc br Bing.• REACTIONS (lb /size) 1= 70/4 -0 -0, 2=140/4-0-0, 3=70/4-0-0 • • • Max Uplift1 = -74(LC 2), 2=- 128(LC 2), 3 = -74(LC 2) • • • FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 14/21, 2- 3= -14/21 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =22ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C -C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1,128 lb uplift at joint 2 and 74 lb uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard John A. liter, PE 36205 306-52: -730o 3 SEP 1 .3 2008 Miami La Commerce s, L 33016 Job 9 - 2 - 08 Truss V7 Truss Type ROOF TRUSS Qty 1 Ply 1 MEYER Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 6.600 s Mar 8 2007 MITek Industries, Inc. Fri Sep 12 09:14:04 2008 Page 1 4-0-0 8 -0-0 I 4-0-0 4-0-0 Scale = 1:13.0 3x4 = 3.00 FIT 2 4 1 3 r �� •• �� • •••��• • �� 3x4 - 3x4 8 -0-0 8 -0-0 • • • • •••• •• y0_ Plate Offsets (X,Y): [2:0- 2- 0,Edge] `••' • • •• a • LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) I/defl • Lids e '9WJt1 ' PLA ` S� Ga • • • ' TCLL 30.0 Plates Increase 1.00 TC 0.28 Vert(LL) n/a - n/a MT20 2441.gp.: TCDL 20.0 Lumber Increase 1.33 BC 0.25 Vert(TL) n/a - n/a .599" • • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a lt/5• • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • W %fight: Q� lb LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood she•atiOng diresUy gpplied g;(9% BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • • • • • • • BOT CHORD Rigid ceiling direstralplied or oc +ing.. REACTIONS (lb /size) 1= 338/8 -0-0, 3 =338/8 -0-0 • • • Max Uplift1=- 240(LC 2), 3 =- 240(LC 2) '• • FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 408/555, 2- 3= 408/555 BOT CHORD 1 -3 =- 4991563 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =22ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 1 and 240 lb uplift at joint 3. LOAD CASE(S) Standard John 305-823 3036205 SEP 1 3 2008 14337 Commerce Way Miami Lakes, FL 33016 Valley Trusses Supporting Truss Valley Trusses © 24" o.c. 6" wedge nailed to truss w/ 2-8d toe - nails, or bevel cut bottom chord of valley truss liter Engineering Ltd. Co. 3320 Paddock Road Weston, FL 33331 954 -600 -7123 Partial Roof Layout 12 p i tch �w•• ✓open 3°5''8,23-7303 �2O5 E M an)/ Corn Way ° John A. liter, P .' FL Reg Eng. #36205 08 Continuous Bracing © 24" o.c. in areas without plyw. sheathing Valley Truss Notes: (a) Provide cont. bracing on verticals over 6' - 3 ". Connect bracing to verticals w/ 2, 10d nails. Bracing must be tied to a-fixed point at ends. (b) Max. spacing for vertical studs is 6' - 0". (c) Conn. for uplift with min. 1-1/4" 16 ga. twist strap at 4' - 0" o.c. with 4, 10d nails each side of strap. (ASCE 7-02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. / Strap @ 48" O.C. (see note) Supporting trusses ) 24" o.c. • • • • u •••• • • • • •• Design Loads: 30 + 15 + 0 + 10 PSF, 68 %10OL ; . • •. Wind Speed 150 MPH, 10 PSF Dead {end • • • • • • Lumber 2x4 No. 2 ND SYP min. chonh • 1 • 2x4 No. 3 SYP min. webs • • • • • • • • • • • • • •• • Customer: Royal Truss Job: Valley Detail Project: Date: 12/20/06 Scale: NTS • •••• • • • •• • • •••• • • ••.- •• • • • - •. • Iiter Engineering, Ltd. Co. 3320 PADDOCK ROAD, WESTON, FL 33331 PIIONE (954) 6U0 -7123 • FAX (305) 512 -9424 • E -MAIL ILTER a BELLSOUTI•I.NFT December 20, 2006 Eddie Davies Royal Truss, Inc. Medley, FL Re: End Jack Connection Detail- Top chord to corner jack/Hip girder Dear Eddie, As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: Spacing' 2' - 0" o.c. Gravity Load' 30 + 15 + 0 + 10 PSF Wind Load: 146 MPH, Components and Cladding Toads, ASCE 7 -02 pel FEC 2004 Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead to §il� • Lumber: 2x4 No. 2 SYP minimum top and bottom chord (no webs) • Pitch: . 212 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction. If you have any questions regarding this matter, please do not hesitate to call. Sincerely, John A. liter PE 0 38208 30s -843 • P 1 32 001 1 4337 C i ice W John Mitt, .• 33016 FL Reg Eng. No 36205 • •..• • • •••• • •• • • • •• • • • • • •• • • • . • . • • •• • • . ••• • • May 21, 2007 Eddie Davies Royal Truss, Jnc. Medley, FL Re: Corner Jack Connection Detail- CJ5 Dear Eddie, As you requested, I investigation the connection requirements for a 5' — 0" setback corner jack with a 2 panel top chord and end vertical, connected to a 5' — 0" setback hip girder based on the following parameters: Gravity Load: 30 + 15 + 0 + 10 PSF Wind Loa .d: 146 MPH, Components and Cladding loads, ASCE 7 -02 per FFtC 20114‘ Occupancy category II, exposure C, 25 i . above ground,.101: SF dal 'ad. Lumber: 2x4 No. 2 SIT minimum top and bottom chord Pitch: 3:12 -- 6:12 16d Toe-Nail Capacity = 154 ' .83 * .77 * 1,33 130# Mark Span CJ9 7-0-14 Titer Engineering, Ltd. Co. ` FHONT (305) 923 - 7303• FAX I ( � MIAMI LAKES. FL 33016 305)823-7304 • IL-MAIL JI 1 LIteij1LTI. {kFNG.COM Sincerely, gE t 3 2 John A. FL Reg Eng. No 36205 413 4oak s "FLe, 016 • •. S. • • •• • • • .... • • • .... • • • • • End Reaction Gravity 447# Uplift 662# Top Chord Connection (3)716d Toe- nails - Bost. Ch. 1. • Tote'i Connection : til • Capacity (.3). 16d 780# Toe -nails t if you have any questiotasArggfu;siing this matter, please do not hesitate to call. sos_a 3- 3 205 • • • • • • • .. • • • • • .. • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 Southcross Drive # 200. Burnsville, MN 55306 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 (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control D ivision 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 Blinding 4G : • including the High velocity Hurricane Zone. DESCRIPTION: JL, JUS, SKH & HJC Joist Hangers. APPROVAL DOCUMENT: Drawing No. MD0207, titled "Face Mount Joist Hanger" pMparla by Unitea Steel Products Company, sheets 1 and 2 of 2, dated 02/07 /07, with no revisions, signed seatgby Rolvt• .• Lutz, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the NoticeofAc • • • number and. 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, pity, Mate and' . . � e . • following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless'ervgise noted • herein. • • • • •• • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 060L03 and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 Page 1 United Steel Products Company. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing No. MD0207, titled "Face Mount Joist Hanger" prepared by United Steel Products Co., sheets 1 and 2 of 2, dated 02/07/07, with no revisions, signed and sealed by Robert W. Lutz, P.E. B TEST Test reports on wood connectors per ASTM D1761 -88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Direction Date 1. 06 -6047 JUS24 Upward & Down 10/09/06 2. 06 -6048 JUS26 Upward & Down 10/12/06 3. 06 -6049 JUS28 Upward & Down 10/17/06 4. 06-6050 rUc2 i n Upward &..Doi ;c- 10/20/06 5. 06 -6062 JL24 Upward & Down 10/30/06 6. 06 -6063 JL26 Upward & Down 11/01/06 7. 06 -6064 JL28 Upward & Down : 11./q/06 8. 06 -6065 JL210 - Upward & Down •x1/06/06 9. 06 -6066 SKH26 Upward & Down • •1'171 10. 06-6067 HJC26 Upward & Down • '1.1722/06 11. 06 -6068 HJC28 Upward & Down •'1'2 E - 1 •••• • • •••• • •• •. • • • • • • ••• • • • • • • • • • • •• • C CALCULATIONS 1. Face Mount Hangers Series Calculations prepared by United Steel Products Co.,$igned and • • sealed by Robert W. Lutz, P.E. • • • • • • • •••• D STATEMENTS •• • •••�•• 1. No Financial Interest Letter issued by United Steel Products Co., dated January 26, 2007, sign • by Robert W. Lutz, P.E. 2. Letter of Code Compliance issued by United Steel Products Co., dated January 26, 2007, signed and sealed by Robert W. Lutz, P.E. 3. NOA Renewal Request Letter issued by United Steel Products Co., dated February 2, 2007, signed by Robert W. Lutz, P.E. 4. Code Compliance Letters issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 PRODUCT CODE GAUGE DIMENSI ❑N FASTENERS ALLOWABLE LOADS Akt LADS W H D A HEADER ' JOIST DOWN UPLIFT (160%) • • • • • • • • • JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) 10d (2) 10d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 (4) 101 (4) 10d (4) 10d (4) 10d 990 1240 1490 1040 1160 1115 JUS28 18 1 9/16 6 11/16 1 3/4 1 3/4 1 1 (6) 10CI (g) loci JUS210 18 1 9/16 7 13/16 PRODUCT CODE GAUGE DIMENSION FASTENERS ' ' Att' Akt LADS W H D A HEADER JOIST DOWN UPLIFT (160%) • • • • • • • • • HJC26 12 5 7/8 3 5/8 3 1/41 3/4 C16) 16d : C12 >1(�d (14)•10'd • • we .322Q • ; ' L9 �5: • • • • °•2010 • • • HJC28 12 5 7/8 6 3/4 3 1/41 3/4 (20) 161x1 1. PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACI. AT 90 DEGREES COMBINED. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. 3. ALLOWABLE DOWN LOAD LISTED IS AT 1007. DURATION OF LOAD. TYPICAL HJC INSTALLATION TYPICAL JUS INSTALLATION JUS • • •• • • • ••• •• •• • • • • ••• • . • _ • • • • •• • • • • • •• '•• • • • • • • • • • • • • • • • • ••• •• 1. Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that - they penetrate through the end of the Joist and into the healer. 2. Minimum header thickness shall be 1 3/4 Inches for 10d nails. 3. Allowable DOWN load listed Is at 100% Duration of load. 4. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. ••• • 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U.O.N AND A MINIMUM GALVANIZED COATING OF G-90. 2. FASTENERS ARE COMMON WIRE NAILS BLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATION FACTOR IT 602 FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE. UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MI]NTGOMERY, MN, 56069 PHONE (507) 364 - 7333 NAMES FACE MOUNT JOIST HANGER DATE' 02/07/07 SHEET' 1 OF 2 GENERAL NOTES' • P%CIA! CTMI:Ia.I Y/ED► es c.;r:IVrg with iIA PAWNS No at _tte Prurad Cool ikg I! ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG, NO. 55409 DRAWING # ' MD0207 MDADE PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS FASTENERS H ALLOWABLE LOADS A W JOISJ• • „•„, (6) 1Qd;x i:l /2 H UP �j �T L160%) D A HEADER JOIST 1 9/16 DOWN UPLIFT (1607) (6) 16d JL24 20 1 9/16 3 1 1/2 15/16 (4) 10d (2) 8d x 1 1/2 490 N/A JL26 20 1 9/16 4 3/4 1 1/2 15/16 (6) 10d (4) 8d x 1 1/2 740 700 JL28 20 1 9/16 6 3/8 1 1/2 15/16 t t, - , t •, JL210 20 1 9/16 8 1/4 1 1/2 15/16 (14) 10d (8) 8d x 1 1/2 1720 1170 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOISJ• • „•„, (6) 1Qd;x i:l /2 OW: • • UP �j �T L160%) • •• :908: • • • : $70� SKH26 16 1 9/16 5 1/4 1 7/81 3/16 (6) 16d TYOICAL SKH26L INSTALLATION TYPICAL JL26 -2 INSTALLATION JL26 -2 • • ••• • • • ••• •• •• • • • •• •• • It • • • • • •• • • • •• ••• 1. Miter cut required on end of Joist to achieve allowable loads. 2. Minimum header thickness shall be 2 inches for 16d naill.. • 3. Allowable DOWN load listed Is at 100% Duration of load. • 4. SKH26 Is skewed Right and Left. • • • • • • • • 1. Minimum header thickness shall be 1 3/4 Inches for 10d nails and 2 Inches for 16d nails, 2. Allowable DOWN load listed is at 100% Duration of loud. 3. Uplift Load listed as N/A had uplift capacity less than the required 700 pounds. •• •• • • • • • • • • • • •• • • • • • ••• •• • • DATE. 02/07/07 SHEET 2 OF 2 GENERAL NOTES! 1. STEEL SHALL CONFORM TO ASTN A653, STRUCTURAL GRADE 33, UON AND A MINIMUM GALVANIZED COATING OF 5 -90. a FASTENERS ARE MOON WIRE NAILS BLESS OTHERWISE NOTED. 3. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B. A SHORT TERM DURATION FACTOR OF 607 FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM D1761. 6. LUMBER SPECIES IS SOUTHERN PINE. ntootcr MEWED .^c c:l::;b tsith raze elarit! er..sr.r._ e: k'o i - /F I:ritl.".itc. .l / gp e Festhee6 20 11 UNITED STEEL PRODUCTS COMPANY 703 RULERS DRIVE, M❑VTCRY, MN. 56069 PHONE (507) 364 -7333 NAMES FACE MOUNT JOIST HANGER ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING # , MD0207 MDADE 416 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION Identifies safe operating practices or Indicates unsafe conditions that could result In personal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® the responsibility of the installer (builder, building contractor, licensed -actor, erector or erection contractor) to properly receive, unload, store, le, install and brace metal plate connected wood trusses to protect life and arty. The installer must exercise the same high degree of safety awareness as any other structural material. TPI does not intend these recommendations to terpreted as superiorto the projectArchitect's or Engineer's design specification andling, installing and bracing wood trusses for a particular roof orfloor. These mmendations are based upon the collective experience of leading technical CAUTION: The builder, bu(ldiagcontracr contractor,• erector or;`erect[or 'contra fi vised -to obtain and read the entire boeklst- iii mit?eiiacy APlti .; i: ummenaatio 'for Handling, Jq stalling & Bracing. Metal Plate Connected'W,0 Trusses, HIS frorn_.the Truss Plate lrtefitut ,. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. ® WARNING: Do not break banding until Install*. tion begins or lift bundled trusses by the bands. ti lh WARNING: Do not use damaged trusses. I TRUSS STORAGE I CAUT aN muses$ should' .,; _ be unloaded on rQugh ac: uneven - }surfaces' which could. causa damageao "the 'truss Frame 1 DANGER: A DANGER designates a condition where failure to follow Instructions or heed warn, Ing will most likely result in serious personal Injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, dueto the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. ROYIT" h q yb ciet9shoutd'benofless. ?har �c;s#tmarkecstm Conn ®dons usses' assa;rned 2' on -c er orliesss:'AiI rn ti -ply • B usse 6h i(sf"-�l connected to a in a is �_- 9. • • t� .I nce��iriEf7 design :drrvxIngs Ktofib l d l ttc . • .. • • Trusses stored vertically should be braced to prevent toppling or tipping. • DANGER: Do not store bundles upright unless properly. braced:. : i ::.; DANGER: Walking on trusses which are lying • flat is extremely dangerous and should be strictly prohibited. .. • • • • • • • .. • • ice MS) ® WARNING: Do not attach cables, chains, or hooks to the web members. ■ 60° or Tess • .'60° or less\ � / Approximately Approximately 1/2 truss length +/, truss length Truss spans Tess than 30'. Approximately 1 /2 to Y3 truss len th Less than or equal to 60' Spreader Bar Toe In Spreader Bar yam' � d a of braced f trusses Ground braes lateral (LBO Approximately 1/2 to Yi truss length Less than or equal to 60' Toe In Tag Line Tag Line A T Q['"_Tem ors bra f • p : sc(n : h�► T ixh ,a mMAW sheens figuato r - fIle' a#an btr" .� .�. -•! • trusses rerltttaslmtf ar CD $ hft" > Irs1t I O r G �1 3 OgIstete'cl p t rr: [near ait'I ' it +ren • • tacacir g ar rangeme nt lloi4l s(red�7hP, ear 9i na destr>c t � dapei' t i . .``�. • , Recommend d Desf E . art ;��peC�a!�tora �e?'e9 � :aa � � , ,:,.• .: usses,, ,OS6 -89,. artdz som ses detergttt►Q,.tltat wlder..s SOUND BRACING:BUILDING INTERIOR 4 I11 Ground bracs .:: diagonal, (pepf — Note: 2nd Moor system shall bass adequate capacity to support yraynd 1 MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line, 1 WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line At or above 1— frEia- n�l�ioi t Tag Line • Frame 2 Backup ground Make GROUND BRACING: SUI'LIDING E T,.RIOR1:' • • Driven ground stakes Strongback/ SpreaderBar Strongback/ SpreaderBar A • CAUTION: Ground' bracing required for all Installations. A Greater than 60' Approximately 3 to Y, truss length • • • • GreiteSthan 60' • • • •• • • •• Strut (ST) Approximately Y3 to Y4 truss length 10' 10' 10' Typical horizontal Ile member with L multiple stakes (HT) • •• •• • iypi aI vertical ••• • • • • attachment • i7 SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP/DF SPF/HF 15 Up to 32 4/12 8' 20 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer 'AN to 28' er 28' - 42' or 42' - 60' er 60' - Douglas Fir-Larch - Hem-Fir ntinuous Top Chord teral Brace quired 10' or Greater lachment :quired chords th.,V are laterally braced can buckk. ;en... end c--cus:= apcciiihcre iess.licgo. bracing. Diagonal brazing should be nailed the underside of the top chord when purlins attached to the topside of the top chord. 12 04;0 MINIMUM PITCH ' DIFFERENCE 2.5 3.0 3.0 TOP CHORD LATERAL BRACE SPACING(LBS) 7' 6' 5' TOP CHORD DIAGONALI3RACE SPACING113Bs) rift trusses] SP/DF 17 9 5 SPF/HF 12 6 3 See a registered professional engineer SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. 4 or greater Frame 3 DF - Douglas Flr-Larch HF - Hem-Fir All lateral braces lapped at least 2 trusses. WARNING:. Falluretd.follciwtheie:recommen dations could Rs semere personal :injury or4lanigeto tritiasessorballdf • *". • 12 O 000 • • • 000 • • • • SP - Southern Pine SPF - Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required PITC:13.4b•TRU§;„ • 0000 e• • • • 00 • Top chord. that are laterally braced can buckle togetherand cause collapse it there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS • • ..■,,Ca • M*. n'!' • • -..A.;_•0!•.. • •■•■■•••....• • • • • • • i • • • • • • • • • • • • SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) (At trusses] SP,!DF SPF'HF 15 Up to 32' 4/12 15' 20 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer WARNING Failure to:fallow these recommendations couldresult In severe_personakin oc- am tr es' of b4€ t imeassiedoseza •ch end of the building and at same sing as top chord diagonal bracing. _B MEMBER PLANE 4 or greater Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF - Douglas Fir -Larch HF - Hem -Fir BOTTOM Clie1 , PLANE • • .... • • •• •. • • • SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. • . . . . • S. • • • • • • • • • •••• • • • • •• • •. • • • • • • • • Cross bracing repeated at each end of the building and at 20' intervals. S. • • • •• • • • S . • • • SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP /DF SPF /HF a to 32' 30" 8' 16 10 ?ver 32' - 48' 42" 6' 6 4 Jver 48' - 60' 48" 5' 4 2 Dyer 60' See a registered professional engineer Douglas Fir -Larch SP - Southern Pine Hem -Fir SPF - Spruce -Pine -Fir / The end diagonal brace for cantilevered irusee .T1uQat ;placed on vertical webs in line with the support. :2 PARALLEL CHORD TRUSS:TOP CHORD sl lords that are laterally braced can buckle -therand cause collapse inhere lane diega- .racing. Diagonal bracing should be nailed a underside of the top chord when purlins ,ttacr.ed to the topside of the top chord. End diagonals are'essejiti"ajJor z ec ib�c j!' r n °.o`3iio? bo both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle together and cause collapse it there is m> diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling' are attached to the topside of the top chord. Continuous -- Top Chord Lateral Brace — �{ - - -_ Required 10" or Greater •••• • • • • •••• Attachment L � Required — 30' or greater All lateral braces lapped at least two • - trusses. • WARNING: Failure to tollovrtttlese recommendationecould resultin •�, „ ' 449 ,, severe' personae in}ury':ordamageto trusses or btfldiig , ';;' 'k .. '�•R :'' °� x x 3t /aa Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. •• • •• • • g' • COMMUOUS ~:'•• 'Fe /ti rd • ••• letetal Brace • • -1,1 • it 4 tagtriretd • • ^ \ \ •• • r •• 1 0 or e r • • i' • • • • ��••• •• • • • . • • Attachment Required --1 D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84' 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(In) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1 -1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LBs) 8' 7' 6' TOP CHORD DIAGONAL BRACE SPACING (DBS) [,* trusses] SP/ OF SPF 10 6 17 12 6 4 See a registered professional engineer 3 AN to 24' . er 24' - 42' er 42' - 54' . ar 54' Douglas Fir -Larch SP - Southern Pine SPF - Spruce - Pine -Fir Hem -Fir shorda that ara laterally braced can buckle ther and cause collapse if there isno &ago. >racing. Diagonal bracing should be nailed a underside of the top chord when purling ,rc,;Sed to th.. topa:dn ONO TRUSS f PLUMB Truss Depth D(in) v;1{ Ium icement Diagonal brace also required on end verticals. Lesser of D /50 or 2" Plumb Line /" OUT -OF -PLUMB INSTALLATION TOLERANCES. k i WARNING: Do not cut trusses. I INSTALLATION TOLERANCES I T I r 1 ~' Frame 6 L(in) 12 .7 or greater ms s/ /< .. . WARNING:. Failure tofollow: theserecommendatloriedotxidrresuf ltirt 4 severepersonal- injury; ort:damageto trubees4ctabuiht)ngs t All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required . r I� 10' or Greater ,..-- • Attachment / Required ---‘•• • • • •••• Lesser of L/200 or 2° L(In) • OUT -OF -PLANE INSTALLATION TOLERANCES. •••• ••ee • • Bow• • co. •• —.•. • Length • • • • L(in) • • •••• • • •••• • • • • • • t Lesser of L/200 or 2° A , DANGER: Under no circumstances should construction loads of any deacrlptlon be placed on unbraced trusses. ' 000 OO • • • •• • •• • • • • • • • • • 0000 0.... • • •• •• o •••• • • • • • • • •• • • •• • • • • • ••• • • •• ••• • • • • • • • • • ••• S • ••• • • • •••• • • • • • • • • •• •• • • • •••• 60 • • • • • •••• • • • • • ••• • • • • • • • • • •• • • • • • • • •• 311 : V' • ' •., ` • --• ■ • ^1 ',Vs-