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RC-09-186Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161526 Permit Number: RC -2 -09 -186 I Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 AIR & HEAT INSULATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 38TH PLACE UNIT 1006 -A HIALEAH, FLORIDA 33012 ENERGY. SOUND AND IMPACT CERTIFICATE Building Permit No: RC209186 Project Name: REMODELING AT: Job Address: 1098 NE 95 ST, MIAMI, FL STATEMENT OF COMPLIANCE We the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS. and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (check only applicable boxes)_ 0 1) Exterior CBS walls insulation: R- .4.1 (Min): Material: FI OIL HI PERM Thickness: inch (es): Density: lb /ft: Mfgr. I FOIL CO. 2) Exterior Frame Metal Saud Walls: R- 11 (Min): Material: BATT FIBERGLASS Thickness: 31/2" inch (es): Density: Ib /ft: Mfgr: KNAUF D3) Exterior solid concrete walls: R-: (Min): Material: Thickness: inch (es): Density: lb /ft: Mfgr: F14) Interior walls separating A/C from nor -A/C spaces insulation: R- (Min.) Material: Thiess: inch (es): Density: lb/ft 05) MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Tartu) walls to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13-602. ABC.1.1., on page 1174, latest edition. These "minimum levels of insulation ". are not included in the Energy Calculations, but shall be installed in the field. 0 6) Ceiling insulation R- 30 (Min) Materials: BATT FIBERGLASS Thickness: ra" inch (es): Density: lb /ft: Mfgr: KIsLAUF n7) Walls, partitions and floor ceiling assemblies between dwelling units or between dwelling units and adjacent public or serve areas such as halls corridors, stairs, etc. must have a sound transmission class (STC) of not les than 50 (penetration rmo maintain the required rating). 08) Floor ceiling assemblies between dwelling omits or between dwelling units and public or service areas such as halls, corridor stairs, etc. must have an impact Insulation chuffs (BC) rating os not less than 50. ElOthers: AIR & HEAT INSULATION INC. Installed by D.B.AJALLSTATE INSULATORS Insulation Company Name Insulation Contractor cctx 17735 O.C.Buitder. ORONI, INC. Company Name Insulation ¢ton Sgnature Date Certified: 10119/2010 G.C./Builder's Signature Building contractor CC#: Date Certifie 1. Note: For lightweight Insulation concrete, use appropriate tones, separate form this one. Revised 02-26-2009 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Subdivision /Project <NONE> INT. REMODEUADDITION OF 245 BALCONY Description of Work AND 395 COVERED PORCH. Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 161525 Permit Number: RC -2 -09 -186 I Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passed ai 7./31 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 e- p AMAIRE A. CA1rM101I3EILIL ARCHITECT - 1111 (074 3731%1.1E. 912%11) STREET MIAMI SIFICIRES,, FLA. 31135 754-2318 r 155 -11 CC FL LIC # AR 0011074 Date: June 6, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC09 -186 renovation Adams Residence Renovation 1098 N.E. 95th Street Miami Shores, Florida 33138 Folio # 11 -3205- 012 -0010 Attn: Building Department, ti I, Mark A. Campbell, having performed and approved the required inspections at the renovation. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate tact me. -, Mark A. Campbell, Architect State of Florida: #0011074 Adams Res CO letter 6 -6 -11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161525 Permit Number: RC -2 -09 -186 I Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Com NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passe Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 r MAIRE A. CAn 1J1311.IL ARC11I1IEC1r - 1111)714 317131 b.IE. 31)NID S1IIREIET MIAMI SI - ICUIES FLA. 3313S 7541-2318 m 7 5S-7fl Ge FL LIC # AR 0011074 Date: June 6, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC09 -186 renovation Adams Residence Renovation 1098 N.E. 95th Street Miami Shores, Florida 33138 Folio # 11- 3205 -012 -0010 Attn: Building Department, ti I, Mark A. Campbell, having performed and approved the required inspections at the renovation. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate tie. Mark A. Campbell, Arc ' tect State of Florida: #0011074 Adams Res CO letter 6 -6 -11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161528 Permit Number: RC -2 -09 -186 Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS • Passedv2 l Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name NELSON L. ADAMS 111 & EFFIE R. ADAMS For Insurance Company Use: Policy Number A2. Building Street Address (including Apt., Unit, Suite. and /or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 41-44 LOT 1 OF: "KIRBYS ADDITION TO MIAMI SHORES ", PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25DEG 51' 45.55" N Long. -80DEG 10' 29.53" W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2.800 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 800 sq in d) Engineered flood openings? ❑ Yes No RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 460 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES - 120652 MIAMI -DADE COUNTY FLORIDA B4. Map /Panel Number B5. Suffix B6. FIRM Index 137. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086C -0306 L Date Effective /Revised Date Zone(s) AO, use base flood depth) 09 -11 -2009 09 -11 -2009 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date N/A ❑ CBRS ❑ OPA ❑ Yes E) No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. 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/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOC 3250S / NAME B -62 Vertical Datum NGVD 1929 Conversion /Comments ELEVATION + 8.65' a) Top of bottom floor (including basement, crawlspace. or enclosure floor) 11.73 b) Top of the next higher floor 12.57 c) Bottom of the lowest horizontal structural member (V Zones only) N /A. d) Attached garage (top of slab) 10.56 e) Lowest elevation of machinery or equipment servicing the building 11.00 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.30 g) Highest adjacent (finished) grade next to building (HAG) 10.45 h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA. structural support Check the measurement used. ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ■ ® feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available.' 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 Certifiers Name ARMANDO F. ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS & MAPPER Company Name AFA & COMPANY, INC. Address 13050 SOUT _ST 133 u COURT Signa e FEMA Form : -31, Mar 09 City MIAMI State FL Date 05 -10 -2011 Telephone 305.234.0588 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET n;;forinsurance'Cbnpany.Use :� Policy Number City MIAMI SHORES State FL ZIP Code 33138 ompany NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD + 10.12'; C2.e) A/C SLAB ELEVATION + 11.00'; COORDINATES OBTAINED FROM GOOGLE EARTH. GENERATOR SLAB + 11.35' Date 05 -10 -2011 CO Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WMTHOUT 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 Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 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 A0. 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 Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FFMA Form 81 -31. Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance. affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page.. following. FRONT VIEW LEFT SIDE VIEW REAR VIEW RIGHT SIDE VIEW Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." FRONT VIEW GARAGE) '% RIGHT SIDE VIEW (GARAGE) REAR VIEW (GARAGE) GENERATOR VIEW LEFT SIDE VIEW (GARAGE) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161527 Permit Number: RC -2 -09 -186 I Inspection Date: June 30, 2011 Inspector: Dacquisto, David Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 1 111111 1111111 1111111111111111111111111111111 C :FAY 20 : 0 0 E, 43 n 42 JI' isk /524 Pv 2536 Ups) RECORDED 12/16/2010 14. 521.1 HARVEY R1_INI, CLERK OF COURT i` IANI -D'ADE COUNTn COUNT' I' Lo'7,::i. DIj PAGE PREPARED BY: i,''I ..j C AN,Ok DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned N I S 0 N 110i✓' . S situated and being in Miami Shores Village, Florida: Lot(s) Block of a� ( Page L L,9 ►lami hores Y illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 is /are the fee simple owner(s) of the following described property (Property") (Subdivision), according to the plat thereof, as recorded in the Plat Book of the Public Records of Miami -Dade County, Florida, (address) d Cs 1 �s r �' tt �� "�'$ a and • WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this ) day of ' , ZWIITNNE ESS(ES) -Signat and Prin. 4, '.1J - ."" Poe - _,- Poi Signat re and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE A® 16te.stns OWNERS: Signature r and Print h,` -e l 5 _ ._ L. Signature and Print I HEREBY CERTIFY that on this day personally appeared before me 1‘*' ON 1 who is personally known to me or has produced (type of identification) as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, for 1p purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this 15 day of \. )L" 200 .7 My commission expires: ` % II,�i 0 ��f' \�'. m, vdi ° �w- Q NOTARY PUBLIC, STATE OF FL?3RIDA, 4 AAA ��` c li.0, ,�, 06/01/2011 23:05 3058289598 GEOTEGHNICAI. ENVIRONMENTAL - HYDROGEOLOGY ASBESTOS Miami, June I, 2011 Mr. Orly Iglesias ORONI, INC. 14040 NW 6th Court IVIiaTni, FL 33168 DYNATECH ENGINEERING l�t<ta ^h`a i.ntr�►1 DYNATECH ENGINEERING CORP. Re: Addition 1098 NE 95th Street Miami Shores, FL. Dear Mr. Iglesias: PAGE 01/03 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, Dynatech Engineering Corp. DEC performed a Compaction Test on April 15, 2010 at the above referenced project. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a soil berating capacity determination. A soil boring test must be provided by client, prior to construction to verify subsoil conditions. Our findings are relative to the date and .areas,of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, min, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re compacted and re tested prior to construction. 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. Enclosed find copies of the compaction test results. It has been a plcasure working with you and look forward to do so in the near future. Sincerely yours, • t am Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone: (305) 828 -7499. Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net ,rafts on 1:1b /b1 /1b11 2;i: bb dtdbldaNbJb DYNATECH DYNA I EU-1 ENV1NEERJAU HAUL 112/03 PROCTOR COMPACTION TEST DATE: AnriI 15, 2010 CLIENT: ORONI INC. PROJECT: Addition @ ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 ADDRESS: .. 1098 NE 95th Stree Miami Shores, FL CONTRACTOR: Oroni Inc. MATERIAL DESCRIPTION: White sand SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 'Clle 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. % MOISTURE DRY DENSITY 3.6 6.7 11.8 99.9 103.8 101.2 Optimum Moisture 8.6 Percent 100% Maximum Dry Density 104.9 IbsJcu.ft. % Passing 14" Sieve 97.1 Percent Sampled By; JA Tested By; JA Checked By; JA As t mutual protection to diem. the public and ourselves, all reports are submitted as the confidential property of clients, and authorization fin use, publication oFstatements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 1.06 104 102 100 98 96 4 6 8 10 12 % MOISTURE Respectively submitted, U - 14 m mum. P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S 1 T Y • bb /b1/21711 23: bb Jbb8289b98 DYNATECH DYNA I EUH hNta1NttkiNU PAUL U3/ U3 ENGINEERING CORP. 750 WEST 84" STREET HMI-EMI, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 15, 2010 CLIENT: ORONL INC. PROJECT: ADDRESS: 1098 NE 95th Street Miami Shores FL Addition -Ca? CONTRACTOR: Oroni, Inc. Test No. 1 Location: East side of east • . d underslab Test No. 2 Location: Center of east pad underslab Test No. 3 Location: West side of east pad underslab Test No. 4 Location: Center of west pad underslab Test No. _Location: Description of Material: White sand TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 103.6 103.3 104.1 103.8 MOISTURE CONTENT % 9.4 8.7 8.8 9.0 MAX. DENSITY IN THE FIELD % 98.7 98.4 99.2 98.9 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% — — 100% MAXIMUM DENSITY (LAB) 104.9 104.9 104.9 104.9 OPTIMUM MOISTURE (o!a) P F is P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Respectfully su1rnitted, Tested By: JA Checked By: JA l�h Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Rcg, No. 39584 *A density test determines Quo degree of compaction of the tested layer of material only. in no way shall a density test replace a soilbcaring capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property ofctients, and authorization for publication ofstmement conclusions or extract; from or regarding our rupom is reserved pending on our written approval, MAY -27 -2011 FRI 03:21 PM ALL STATE INSULATORS FAX NO. 3055561907 P. 02 AIR & HEAT INSULATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 38T1I PLACE UNIT 1006 -A HIALEAH, FLORIDA 33012 ENERGY. SOUND AND IMPACT CERTIFICATE Building Permit No RC209186 Project Name: REMODELING AT: Job Address: 1098 NE 95 ST, MIAMI, FL STATEMENT OF COMPLIANCE We the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA 13UILDING OM, the APPROVED QOM CALCULATIONS. and Plans, and in accordance with gond construction practice. The insulation timtishe.d and installed has the characteristics shown below (check only applicable bates). [) Exterior CBS walls insulation: R- 4.1 (Min): Material: FI -FOfl. Hi PERM Thickness: inch (es): Density: lb /ft: Mfgr: FbUOU. CO. 2) Exterior Frame Metal Stud Walls: R- 11 Thickness: .3 1/2" inch (es): Density J3) Exterior solid concrete walls: R-: Thickness: inch (es). Density. (Min): Material: lblft: Mfgr: (Min) Material: BATT FIBERGLASS KNAVE lb /ft: Mfgr: 04) Interior wails separating A/C from non A/C spaces insulation: R- (Min.) Material: Thickness: mch (ay Density: lb/ft 05) MULT1- FAMILY RESIDENT!& NSTRUCTION ONLY; The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masomy walls Sue ENERGY CODE, 2007, paragraph 13 -602. ABC.1. L on page 13.74, latest edition. These "minimum levels of insulation" are not included in the Energy Calculations. but shall be installed in the field. 6) Celli/kg insulation R- 30 (Min) Materials: 334TT FIBERGLASS Thickness: to" inch (es): Density: lb /ft: Mfgr: KNAUF 07) Walls, partitions and floor r:niling assemblies between dwelling refits or between dwelling units and adjacent public or sere areas such as halls, sorodurs, stairs, etc. must have a sound transmission class (STC) of not les than 50 (penetration mut maintain the required rating). 08) Floor ceiling assemblies between dwelling mnits or between dwelling units and public or service areas such as halls, corridor stairs, etc. must have an impact insulation class (TIC) rating os not less than 50. ❑ Others: Installed by AIR & HEAT INSULATION INC. D.B.AJALLSTATE INSULATORS Insulation Company Name Insulation' "T'" r Signature insulation Contractor CC# O.C./Builder. 17735 Date certified: 1011912010 ORDNI, INC. Company Name G.C.lBuflders Signature Staining Contractor CM Date Conrail: Note: For lightweight Insulation concrete, use appropriate forms, separate form this one. Revised 0228 -2000 ( 1111111111111111111111 1111111111111 EMI ' :F. 42 DR B 27524 Ps 253.6; tips) RECORDED 12/16/2010 is 4 5 _ :20 HARVEY R'UVINp CLERK. OF COURT iii NI —DACE C0LINT`fi r FLORIDA LAST PAGE PREPARED BY: VA KW AvA ("4:S (2, L L DECLARATION OF USE M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned N So N AO1 S is /are the fee simple owner(s) of the following described property property') situated and being in Miami Shores Village, Florida: Lot(s) r Block of %Ir't��w S 1.0 PI-10,J (Subdivision), according to the plat thereof, as recorded in the Plat Book if ( Page (4 of the Public Records of Miami -Dade County, Florida, (address) ( C> L° r L. `y �'Z L'' and WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he /she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant conceming the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused J hand(s) and seal(s) to be affixed hereto on this day of 29 /WITNESS(ES) Signa and Prin y •L= -44rffelr Poe" Signa re and Print AD 16 LAS e3 S STATE OF FLORIDA COUNTY OF MIAMI -DADE Sig re and Print t 5 . _- Signature and Print I HEREBY CERTIFY that on this day personally appeared before me 1`SO �I 4' =, who is personally known to me or has produced RAP purposes therein expressed. STATE liASBORUDlRAS I HEREBY CERTIFY that this Is a original filed In s office My commission WITNESS HARVEY R By my an UVIN sect � ^ ._ AD Il eJl Sea. LERK, of Circuit 2 (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for eon this day of c t/`C 200 p CI €R 4/1L, �� -@l GCl) WE TFU59,'c aye l4 itlIIIIIrrrr,,, ,j ' ��L> tlfr NOTARY PUBLIC, STATE OF FL RIDI , b` ' ed M\ \�\. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 161524 Permit Number: RC -2 -09 -186 Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS T�� Passed 1;4`/ Inspector Comments Failed Correction Needed , Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 June 30, 2011 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 141396 Permit Number: RC -2 -09 -186 Scheduled Inspection Date: April 28, 2010 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passed Zic(„. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 141146. NOT READY JR April 27, 2010 For Inspections please call: (305)762 -4949 Page 14 of 22 DYNATECH PROCTOR COMPACTION TEST DATE: April 15, 2010 CLIENT: ORONI, INC. PROJECT: Addition @ ADDRESS: 1098 NE 95th Street, Miami Shores, FL CONTRACTOR: Oroni, Inc. MATERIAL DESCRIPTION: White sand SAMPLED BY: JA ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: JA TEST RESULTS 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. % MOISTURE DRY DENSITY 3.6 6.7 11.8 99.9 103.8 101.2 Optimum Moisture 8.6 Percent l00% Maximum Dry Density 104.9 lbs. /cu.ft. % Passing W' Sieve 97.1 Percent Sampled By: JA Tested By: JA Checked By: JA 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. 106 104 102 100 98 96 4 6 8 10 12 % MOISTURE Respectively submitted, / 4 14 mani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS April 15, 2010 ORONI, INC. Addition @ 1098 NE 95th Street, Miami Shores, FL Oroni, Inc. Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. _Location: Description of Material: East side of east pad underslab Center of east pad underslab West side of east pad underslab Center of west pad underslab White sand Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Ressectfully sul?mitted, Sampled By: JA Tested By: JA Checked By: JA Wissam 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 soilbearing 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. TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 103.6 103.3 104.1 103.8 MOISTURE CONTENT % 9.4 8.7 8.8 9.0 MAX. DENSITY IN THE FIELD % 98.7 98.4 99.2 98.9 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 104.9 104.9 104.9 104.9 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Ressectfully sul?mitted, Sampled By: JA Tested By: JA Checked By: JA Wissam 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 soilbearing 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. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 135807 Scheduled Inspection Date: February 24, 2010 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Permit Number: RC -2 -09 -186 Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments NEW PORCH, TRELLIS, 2 NEW BATHROOMS, KITCHEN REMODEL, WINDOWS (33) & DOORS (13)NEW FLOORS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 135429. Not ready NB February 23, 2010 For Inspections please call: (305)762 -4949 Page 17 of 34 Date: February 22, 2010 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Adams Residence 1098 N.E. 95th Street Miami Shores, Florida 33138 Permit # 09 -186 Attn: Building Department, FL UG # AR 0011074 I, Mark A. Campbell Architect, represent the owners of the above referenced property. The #5 steel bar installed at the window opens shall replace the #6 indicated on the permit plans. We would request that the inspection be approved as installed. If any additional information is required please do not hesitate to contact my office 305 754 2318. Mark A. Campbell, Architect State of Florida: #0011074 Adams Res window steel inspection letter 2 -22 -10 aaIaok09 CiYiDC1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building\ A Roofing Owner's Name (Fee Situple Titleholder) C N ert e13 r L Ackieros . Owner's Address 10cit alb Permit No. ArTiclErmilci La JUN 11 2009 ID BYooe.. - ----- -- - )0R- kSto Master Permit No.; i1J Gy Phone # City Kitmi SNILmes state FL. Tenant/Lessee Name Zip &Ili i Phone # Job Address (where the work is being done) 10g8 City Miami Shores Village County FOLIO / PARCEL # ° NES-0 ° COI Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name OP--01"Z 1 l'AC NO ✓ Contractor's Address VAN ° K 6 c4- City nun f State ft- Qualifier Name 0(X60 1c2Ci State Certificate or Registration No. 2 S ES4 2 0S 66-0t-112, Zip 6' i 65‘ Phone # Certificate of Competency No. Q%OOtS43 7 Architect/Engineer's Name (if applicable) Krill- 't u4` Phone # SO 3 -7S' -Z2 t Value of Work For this Permit $ 'o bL1S Type of Work: Describe Work: ❑ Addition c [Alteration Square / Linear Footage Of Work: 11130 ❑New kNd ❑ Repair/Replace ❑ Demolition kArtokli RI LI, ******** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** F 3 ,********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** y� gii Submittal Fee $ *-4::250 +00 Permit Fee $ / ! _s3 CCF $ • 7 1 CC Jo Notary $ y—'mm Training/Education Fee $ al '(Q() Scanning $ Q OO Radon $ O + IS • DPB R $ oC.1S Bond $ 1 VII Code Enforcement $ Double Fee $ ✓1 Structural Review. $) +00 Total Fee Now Due $ 1 2),x1 '')F5. Technology Fee $ Zoning $ See Reverse side -3 Bonding Bonding City Mortgag Mortgage City Applicati commenc construe WELLS, OWNER applicabl PAYIN CONS COMM Notice to promise i whose proi for the fi inspection will not be approved a UV/ O �p' ICONTRACTOR: Ni_1ne (if annlicahiel V 0 Z L (ADDRESS: )09z- = . V.• PROJECT TYPE: A d orart�lla7 w CC IMPACT FEES HRS/DERM -1, G 41116.. " It no work or installation ha of all laws regulatin, ORK, PLUMBING, SIGNS done in compliance with a MAY RESULT IN YOU] OBTAIN FINANCING YOUR NOTICE 0] ag $2500, the applicant mu: 11 be delivered to the perso be posted at the job sit of such Posted notice. th ..a $ISUBMITTAL DATE: -r-CAD Cn IRESUBMITAL DATES: !ll , uuI/J Z Z N2, 1.4.1 LC to`zi °9 STRUCTURAL ; j ELECTRIC*. _ c.. „,z.--- 4 • = i o ]rust me uasence - LO .114.01.t. Signat a r•inspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 1 day of , 20 , by who i ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sig nt sue- �oc �ti, NOTARY PUBLIC STATE OF FLORIDA ' Dolores Lopez s, a;; Commission #DD766456 •{ , Expires• MAR. 10, 2012 BONDED TRW ATLANTIC BONDING CO., INC. My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of Ul) who is ersonally know 20 DI, by to me or who has produced as identification and who did take an oath. NOTARY PUBLICNOTARY PUBLIC -STATE of FLORIDA ' Dolores Lopez Commission #DD766456 Expires: MAR. 10, 2012 �: :r :: C BONDING CO. INC. Ign: .a,:.i Y _4.. e e Print: =— C:k-� 2,-t My Commission Expires: ******* ******* ****** ** *:x**** * *** *•z ***** ******************** ********** * **:x:><** ** * * * * *** ******** ** * ******x: **** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) ‘01.10 Rs . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C —18( Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 F73062 a , B Y: Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) q-e(5.%A L4AA 5 Phone # Owner's Address 16 IQ,, _g • E. q J� t s1 City VIA (4 1 � V to rotate � L 7r6. t/f c l 73 Zip 33/ 3? Tenant/Lessee Name Phone # Job Address (where the work is being done) (� d AL ` ` J City Miami Shores Village County Miami -Dade Zip 33 l 3f FOLIO / PARCEL # Is Building Historically Designated " YYS NO Contractor's Company Name Phone # Contractor's Address City Qualifier Name State Zip Phone # State Certificate or Registration No. Certificate of Competency No. ngineer's Natne (if applicable) r Y1r �19'�� I Phone # - Value of Work For this Permit $ Q 01/ • Square / Linear Footage Of Work: Type of Work: Describe Work: Addition ,.Alteration ❑New 1,3 akte,44- �i Adis Z /3,A- 'wixiDA--3 Uo� LB 06 Submittal Fee $ ❑ Repair/Replace ❑ Demolition L (.4.-4 T-3 0A ** * * *** ****** * * ***:x * * * ****** * ** Fees **** x**** *** * **** *** * * *** * *** * * **** x** * * **** Notary $ Scanning $ Bond $ Structural Review. Permit Fee $ Training/Education Fee $ Radon $ Code Enforcement $ CCF $ CO /CC Technology Fee $ DPBR $ Zoning $ Double Fee $ $ G 0r a' + 60,0 a y l ,2 0 ' o "° 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 AI'FII)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a p p r o v e d and a r ins sction fee will be charged. Signature i / Signatu Owner or Agent The fo ng instrument was ac o ledged be day of ,20C ,by personally known to me or who has produced identification and who did take an oath. who i 4 NO Sign: Print: My Commission Expires: ,' 4�•�QAs) L� **************************D .,y; v ak*9k*. k> k> k: k$ aok: k***: kde: k*, k*. k************x **da:$*$ exx ;; eZes $*****#************** to d ="ed ' . The fore CRIAL J (1)) ,) day of d U I tT ¶ka l (cJl'evn). who is eak8 Dal 1-o k R4n ACAW r-- APPLICATION APPROVED BY: (Revised 07 /10/07) izgx 6/Z /6y sh-tfcia Plans Examiner Engineer 6 Zoning 1 tame, rei D CQ, `1ST, . A :CP PLANNING & ZONING DIRECTOR DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 File Number: PZ- 1- 08- 200867 Property Address: 1098 NE 95th Street Applicant: Nelson Adams (Owner) Address: 1098 NE 95`h Street Miami Shores FL 33138 Agent: Mark Campbell Address: 373 NE 92 Avenue Miami Shores FL 33138 Whereas, the applicant Nelson Adams (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant soot approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Additi n, one story addition to rear of residence and second story covered balcony. Whereas, a public hearing was held on February 28 2008 and the Board, after having considered the application and after hearing testimony and reviewing t1e evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at, the hearing merit consideration and are consistent with the requirements pf the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed ;upon at the hearing: 1) Applicant to obtain all required building permits before beginning work. 2) Applicant to meet all applicable code provisions at the time of permitting. 3) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Page 1 of 2 PZ- 1- 08- 200867 Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes equired for development, and provide a copy of the development order to the Building D pt. The application with conditions was passed and adopted this 28th day of Fbruary 2008 by the Planning Board as follows: Mr. Abramitis YES Mr. Ulmer YES Mr. Reese YES Mr. Sastre YES Chairman Fernandez NO Date Richard M. Fernandez PZ -1 -08- 200867 Chairman, Planning Board Page 2 of 2 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: R.c • Ci ( / g (- DATE: 2 ' i -0 9 I, M 46 Ar Cokr4f J C' , L L_ ❑ Contractor ❑ Owner Architect Picked up 2 sets of plans and (other) 7` '&3 0.04 er Address: From the building department on this date in order to have corrections done to plans And/or get County stam , 4 -. . erstand that the plans need to be brought back to Miami Shores Villag uilding Departm :�s0 Acknowle• : ed by: J PERMIT CLEARK INITIAL: ontinue • e 'ijg process. RESUBMITTED DATE: OS oR • PERMIT CLEARK INITIAL: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.RC � � t AX FOLIO NO. I F'? 2 OS -0! L 10 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111 11111 11111111011111111 1 11111 1111 CFN 2009R0387777 OR @k 26886 Ps 4465; (ins) RECORDED 06/02/2009 12:43:34 HARVEY RLIVIH6 CLERK OF COURT i1IAMI- CDACDE COUNTY FLORIC'A LAST PAGE STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this a = copy of the THE UNDERSIGNED hereby gives notice that improvements will be macigrifiAgkiffill4 property, and in accordance with Chapter 713, Florida Statutes, the folio is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1©cIQ) R% qS s4- , Aar I C Kerb odd mt m% ote PeD 411- y o\- 1 LO# bize X16 15b% -O-w log/ 41 COO 215'11 s 3t I 07 ?) 2 . Descript ion of im provem1!e' nt: [C.Q.► AnCi SLIK1% r.i1C: t. t n .,l fOCI4htOWNS, c "- l_,YXD 2.1% � c Yo c f corm 3. Owner(s) name and address: Fi Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: OPJON I , NC, Ho 4-4 0 taii G+ , 4u X31 sh 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to 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 Co mencement: (the expiration date is 1 year from the date of recording unless a r- t date is specifi II Signature of Owner Print Owner's Name \SOt\ PAsit1%\ (t Sworn to and subscribed before me this Zq day of 'rby , 20 OQ{ . NOTARY PUBLIC-STATE OF FLORIDA .... Dolores Lopez Prepared by Address: HMO ec--� Notary Public 161 Print Notary's Name es + " Expo: MAR 10, 2012 My commission expires: lisu i 00 soy: V*.: 123.01 -52 PAGE 4 5/06 Permit No: 09 -186 Job Name: June 6, 2009 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet 2nd Page 1 of 1 1) A demolition permit application is required. 2) Provide all sub permits. 3) Provide product approvals for all windows and doors that have been reviewed and signed approved by the designer of record. 4) Provide a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Permit No: 09 -186 Job Name: June 6, 2009 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet 2nd Page 1 of 1 1) A demolition permit application is required. 2) Provide all sub permits. 3) Provide product approvals for all windows and doors that have been reviewed and signed approved by the designer of record. 4) Provide a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, Fl 33138 Tel: 305 -795 -2204 Fax: 305- 756 -8972 Permit No: 09 -186 Job Name: • February 20, 2009 elf 66 t Building Critique Sheet cv- 1) Plans must be approved by HRS for the septic system. S ( 9-r. P Li/J. Si , 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) A demolition permit application is required.® c, ig Corrections for electrical and structural must be completed. C01.,tF�a1 -c A-TrAt.44 -sS �..5) Provide all sub permits. €= , vv. -e7-1••• .t' -,- lirra •-•-• er, Provide the alteration level per FBC Existing. ,N(C--c, - 5 Z- Page 1 of 1 'Pf Provide the wind load design criteria on plans. /a, - z fr-p -ruo 1 A Octagon Trellis must be submitted as a separate permit and plans. r) S -- o t -9) The foundation at the new entry must be detail to show size and reinforeei : -S 1P The column pad a rear comer is not identified. 1° 644 S - I S Truss plans are required prior to foundation inspection. S (ice A -2 iu-�°F S 12 The roof framing plan must identify the connection to be used for each truss. S S • 2_ rovide a detail of all required roof bracing. S 2 S Z ect,) r= Pru •42J p ciw vide -a dell -for_ the roof sheathing and attac anent. - S, t,S'Provide a detail for the window and door bucks. t' 10` ti's • V(141741 L ', 16) Provide product approvals for all windows and doors that have been reviewFd and signed approved by the designer of record. - -t r l/ -C . J- ew guardrails must be less than 2" above the deck and resist a 4" sphere.5 We A ° O►'%T► Provide a detail of the existing stairs showing that they comply with the requirements of egress. S o s ®� 9) Provide a high velocit roofing _application. 171 1 - Sion - 6►1 `i . E j 62C.JaF CO A17i 4-P-1 i" Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 J • kkAr C� ►.t.2 vretr, S /dV LAJ1LA- 6L Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC-2-09-186 Issue Date: Not Issued Expires: Folio Number:1132050120010 Owner's Name: NELSON ADAMS Owner's Phone: Job Address: 1098 95 Street Total Square Feet: 0 Miami Shores, FL 33138 - Total Job Valuation: $ 250,000.00 • Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/9/2009 : Yes Comments: LOCATION OF GENERATOR AND PROPANE TANKS IS NOT CLEARLY INDICATED ON THE PLANS AND IS THEREFORE NOT APPROVED AS PART OF THIS PLAN. PLAN INCLUDING COLUMNS FOR PERGOLA APPROVED BY THE PLANNING BOARD. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: 14445:1A 1 L - 1. S DATE: ADDRESS: O , F 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 a 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 building must be for your own use attd 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 fot sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as it 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.LC.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 hold title to the above property and I am planning on doing this construction Myself. Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of'over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatemen� +f the p ermit. Initia 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure mee the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of az attorney. The department will not mitigate any contract disputes. Initials 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initi 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial '� Was acknowledged before me this day of By W 9 , (/* Adff)1 who was personally known to me or who has Produced there License or T1 a --O ()2-01-a014 identification. iuuJo N.t.tna Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o9 Job Name • Date r7,4 STRUCTURAL CRITIQUE SHEET de A 0, al 7re/16 .5' 17 0-2A. _S ea/41 e5 r.),) LP Li/ 4914 1 (AO eA- RI 9 Ar14er),"-- 6.314/14 I 05 aU e,,ke nel teth ‘ p et ylt LA -/ ek cf'47 11 )(VP S 062 Jr-6J ( •e 144,a 171 .0 Ivo 1 .no cri-:- 151.041 . 5 (0 14/ &tr acy q 1;15- ttle. 7: r$. r t2O.c. r. 0 raps b'141 41:tt14:i 41'4, Te IL/ S it 4 -64 -2/ (4• Q4. - ; -P s relz-"rekiel el. c4 c'Yvt c. 1_3-11c-1 s , e 44.,h/ 6'0)-eb:fri 41t, Permit No: 09 -186 Job Name: February 20, 2009 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. PQAid 3) A demolition permit application is required. �" 4) Corrections for electrical and structural must be completed. 12bed141 5) Provide all sub permits. 6) Provide the alteration level per FBC Existing. 7) Provide the wind load design criteria on plans. 8) Octagon Trellis must be submitted as a separate permit and plans. 9) The foundation at the new entry must be detail to show size and reinforcement. 10) The column pad a rear corner is not identified. 11) Truss plans are required prior to foundation inspection. 12) The roof framing plan must identify the connection to be used for each truss. 13) Provide a detail of all required roof bracing. 14) Provide a detail for the roof sheathing and attachment. 15) Provide a detail for the window and door bucks. �v1q 16) Provide product approvals for all windows and doors that have been reviewed and `t signed approved by the designer of record. 17) New guardrails must be less than 2" above the deck and resist a 4" sphere. 18) Provide a detail of the existing stairs showing that they comply with the requirements of egress. Vat 19) Provide a high velocity roofing application. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 / Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Perm �To: Job Name ,,4 ?4 i $ ELECTRICAL CRITIQUE SHEET /1®1-i e v k0 2--49c >"" ®J? r® &49Jf�,e9- 9'' Q- - >'e/7 ,x7/2' /' 'Pe P 1-64- aI PA" .9/ ;(--ors 42J rP,�g ®e/y7vA »' a - ir67/2 vJi . /* ec,f fr# ffx," ›, AO z e, «7 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 9--/k4 Job Name Date STRUCTURAL CRITIQUE SHEET //e^.4.-1€9,1a/ Ire /fis „slig (i."Ai c S- ¢ doe5,1'/ she w oI .5-/ h / /' ti All Ph' ,apt e vt/y 7/5-1-, Vac; the ApprYV e_d < 4-14 air /-/ h ei- ? //w d e 5 pa s s cal. ® Pee-till ¢G« c.v14s1v6¢/ ced1lLey- 1-1 Al @) ay 1/5-X GU14f /.s Me p a c en, vj He- Md er a94I4Sl 1e es s7z -. 7 r. ? 1 Q foociih F- J 4 4 4:sz -r 'e e �s C �L1 d e / , _ . /Zev1 1,, all p1405 of Gaoi'thiloif -e . an 2 ring Grit- ria Miami Shores Village Permit NO. RC-2-09-186 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132050120010 Owner's Name: NELSON ADAMS Job Address: 1098 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 430 $ 408,000.00 Contractor(s) Phone ORONI INC (305)685 -0412 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/9 /2009 : Yes Comments: LOCATION OF GENERATOR AND PROPANE TANKS IS NOT CLEARLY INDICATED ON THE PLANS AND IS THEREFORE NOT APPROVED AS PART OF THIS PLAN. PLAN INCLUDING COLUMNS FOR PERGOLA APPROVED BY THE PLANNING BOARD. Permit No: 19r Job Name , 2010 ciD Wavto-e 4f)cle. w /t ee. L • o f.e.t e/ss Miami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Bungling Critique Sheet / l /.x,02 p.. ( ,r 4-ga le ,4 5)•e c. 4o hn ite.c ' A190104 A n--' I J Swrw-c CCij—gt4A r?aC J Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09- Job Name: /1-� 2, z ,.W A y C _ , 2009 Miami Shores Viiiage Building Department ELECTRIC Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 / -,/&1 / %�� ,G r CG://, /1_J � 2 ' s » A e Le/, /'J ASWAN_ Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mike Devaney 305 - 795 -2204 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 6/25/2009 Expires:6 125/2009 Folio Number:1132050120010 Owner's Name: NELSON ADAMS Job Address: 1098 95 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 430 Total Job Valuation: $ 408,000.00 Contractor(s) Phone Primary Contractor ORONI INC (305)685 -0412 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/6/2010 : Yes Comments: LOCATION OF GENERATOR AND PROPANE TANKS IS NOT CLEARLY INDICATED ON THE PLANS AND IS THEREFORE NOT APPROVED AS PART OF THIS PLAN. PLAN INCLUDING COLUMNS FOR PERGOLA APPROVED BY THE PLANNING BOARD. 8/6/10 NEW PLAN OK PER PLANNING BOARD APPROVAL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160879 Permit Number: EL -6 -10 -1186 Scheduled Inspection Date: June 14, 2011 Inspector: Devaney, Michael Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INTRANET COMMUNICATIONS GROUP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1132050120010 Phone: (561)367 -7276 Building Department Comments ELECTRICAL LOW VOLTAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments zi j'zz/--- 9/ June 13, 2011 For Inspections please call: (305)762 -4949 Page 18 of 19 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150649 Permit Number: EL -6 -10 -1186 Scheduled Inspection Date: September 28, 2010 Inspector: Devaney, Michael Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: INTRANET COMMUNICATIONS GROUP Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Alteration Phone Number Parcel Number 1132050120010 Phone: (561)367 -7276 Building Department Comments ELECTRICAL LOW VOLTAGE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments e . e - �, ,2 September 27, 2010 For Inspections please call: (305)762 -4949 Page 9 of 22 7' ff ff 4 39_6" 4 3 99 n 9 ff AUDIO EQUIP PANEL & RACK 8 NEW 2' -0" WID AIGLASS DOOR - -� R �A I4 v�� o40WAWAGCAZ NEW BUILT —IN NEW 4' -0" W DOOR NEW CL. 1 13'— x LI N L 0 102 AUDIO EQUIPMENT CLOSET REVISION 9 -22 -10 ADAMS RESIDENCE 1098 N.E. 95TH STREET MIAMI SHORES, FLORI!A MARK A. CAMPBELL ARCHITECT 11074 373 N.E. 92ND STREET MIAMI SHORES, FL 33138 305 754 -2318 o 305 757 -6198 f 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 No. EA 10 g BUILDING PERMIT APPLICATION FBC 20 rZIINIE1 UN282010 Vi Master Permit No. RC -O 9- I g Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): l'4 C 5O f A ca Cl° Cr-% S Phone #: Address: 10 N E 95 st . City: M l a m I State: Zip: 3313 g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: I D q$ N L— 9 5 City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: gip: -3 31 �8' CONTRACTOR: Company Name: =n*c*. ne I- CD m m U, n 1 C cx %lo n5 Group Phone #: SG( 3(0 7 - 7W-1 (0 Address:350D N tAl 2()d A- vc # e)-1 city: Boca gn f o n State: FL- Zip: 3343 Qualifier Name: G rn ig 61e c1 se. Phone#: 5 41- 347 - 7 ;- i (c. State Certification or Registration #: E 5 00002- 1 Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 5t° , cv Square/Linear Footage of Work: Type of Work: ❑Address Eig eration UNew ❑Repair/Replace ❑Demolition Description of Work: L l c c +i" 1 C C4-( /0 Lt) CIO ( 11 C$ SC Ca_ b / f _n 5 _ JUN 2a 2010 ******** ** *********+ x**+ x+ x*********** Fees******************** *+ x********************** Submittal Fee $ 5 G��• Permit Fee $ /Wat (fit CCF $ Scanning Fee $ o. / O Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $11. Technology Fee $ 0-NO Double Fee $ Structural Review $ CO /CC $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for PI FCTRICAL 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 approve a ' inspection fee will be charged. / Signatur _ Signature 7?;--12)Le Owner or Agent The foregoing instrument was acknowledged before me this 7Q- day of Pr 6 , 20 is:1, by P&+ -Sa— t1/46O".4"5 who i or who has produced As identification and who did take an oath. C -STATE OF FLORIDA cy Iglesias fission #DD9941S9 xpires• MAY 20, 2014 AS.,imN"!1C BONDING CO., INC. My Commission Expires: .c., ® ri i Contractor The foregoing instrument was acknowledged before me thiso day of Jo V € , 20 10 , by C eA 1,5 E case, , who is personally known to me or who has produced pe(SOnC) f L v 1 DvJ JA as identification and who did take an oath. NOTARY PUBLIC ;... ,;,, LISA COWAN • *_ MY COMMISSION # DD899978 EXPIRES September 21, 2013 (407) 3 ' 153 FIoACallotaryservice.cOm Print: Li Si CO LA/Ct /7 Sign: My Commission Expires:/ ,?0/3 * * * ****m************„,_ , ****: x**** ********** **************** ********* *+ x+ x*** ****: x* ********,v****e********* � "t Plans Examiner APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. A7COPY OF QUALIFIER'S STATE LIC CARD B. . COPY OF LOCAL BUSINESS TAX RECEIPT / C. I// COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. �1 COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: n-h- c,ne-1- Co r rY1 ICCIhon5 &rOOp BUSINESS ADDRESS:3E0° N w 2nCi Ac 1 c;17 CITY FOCc1 KO �►l STATE F ZIP CODE 3 3'4 31 BUSINESS PHONE: (5 to I ) 3 L9.1 �1 (49 FAX NUMBER (O 1 ) 3C:1 1 CELL PHONE ( ) QUALIFIER'S NAME: CrOl. t ecl 5 e QUALIFIER'S LIC NUMBER: E- S 0000 °Z E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV 1 RV 3126109 MLDV R.ANCH, Numa,Eli • • litabood bliolouf *$4,224*-2 t144ir Ott" ti*cisfi#4044 o tati tklatol ,:nt• ; • ' RECASRED SY LOCAL RECEIPT # 1 IN1RANEi' COMMUNICA'IIIONS BLEASE, CRAIG 3500 NW BOCA RATON BL INTRANET CO ;' CATIO 3500 NW BOCA RATO BLVD BOCA RATON FL334 THIS ISN• ABILL Any changes in address, suite, ownership, will require a new application 'm 1, 15 days to avoid penalty or thie license is null and void. Bum Tax fee: 105.00 Penalty fee: { .00 Late fee: .00 Additional fee: .00 'Dander fee: Total paid: 105.01 ess tax at the above address f4 the period st day of October and ending the 30th day of to engage in the business, profesion or ooatpation of: CONTRACIOR,LOW VOLTAGE WIRIN J 20074 9 INTTRANET COMMUNICATIONS GROUP INC BLEASE CRAIG Y ibeginning on the first day ot October day ot September to engage the 1oceupation of STATE OF FLORIDA PALM BEACH COUNTY LOCAL BUSINESS TAX RECEIPT WIRES: WIRES: SEPTEMBER LOCATED AT 3500 RATOO BOCA RAATON1BLVD *727 BOCA RACTOOR S E50000291 ANNE M. G TAX COLLECTOR, PA address tar Sze period 1 ending on the thirtieth profession or e CIALTY THIS IS NOT A BILL - DO NOT p Y r— . PAID. PBC TAX COLLECTOR 27.50 BTR 049 01642876 07/1442009 THIS DOCUMENT IS VAUD ONLY WHEN RECEIPTED BEA CH COUNTY 1 BY TAX COLLECTOR BEACH ACORD.,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 06/23/2010 TYPE OF INSURANCE PRODUCER (561) 338 -3030 Stirling Insurance Services, Inc. 1700 North Dixie Hwy Suite 109 Boca Raton FL 33432- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Intranet Communications Group, Inc. 3500 Northwest 2nd Avenue Suite #727 Boca Raton FL 33431 -0000 INSURER A Nationwide Mutual Ins Co GENERAL INSURER B: Florida Retail Federation 77 —PR- 476902-3003 INSURER C: ■ INSURER D: $ 2,000,000 INSURER E DAMAGE TO RENTED PREMISES (Ea occurrence) COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L INSRD TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE (MM!DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 77 —PR- 476902-3003 09/09/2009 / / / / / / 07/11/2010 / / / / / / EACH OCCURRENCE $ 2,000,000 X DAMAGE TO RENTED PREMISES (Ea occurrence) 100 000 $ r CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL BADVINJURY $ 2,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000,000 A I POLICY ECT LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS / / / / / / / / / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ _ BODILY INJURY (Per person) $ _ BODILY INJURY (Per accident) $ _ PROPERTY DAMAGE (Per accident) $ , GARAGE LIABILITY ANY AUTO / / / / AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLA LIABILITY 77 —CU- 476902 -3002 07/11/2009 / / 07/11/2010 / / EACH OCCURRENCE $ 3,000,000 OCCUR OCCUR CLAIMS MADE AGGREGATE $ 3,000,000 DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 0520 -36968 07/11/2009 / / 07/11/2010 / / g I WCSTATU- I IOTH- TORY LIMITS ER E.L. EACH ACCIDENT 6 1,000,000 E.L DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE- POUCY LIMIT $ 1,000,000 OTHER / / / / / / / / / / / / ' DESCRIPTION OF OPERATIONSILOCATIONS IVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION (305) 795 -2204 Building Department Miami Shores Village 10050 NE 2nd Avenue Miami Shores (305) 756 -8972 FL 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) . • INS026 (D1o8).a5 ELECTRONIC LASER FORMS, INC. - (800)327-0545 © ACORD CORPORATION 1988 Page 1 of 2 AC# 3918582 A E 08 14 2008 The SPECIALTY ELECTRI Named below IS CERTIP Under the provisions Expiration date: AUG AS A LIMITED ENERGY 3 BLEASE, CRAIG INTRANET COM1IUNIC 3500 NW 2ND AVENU SUITE 727 BOCA RATON DEPAR BATCH NUMBER 088030882 CHARLIE CRIST GOVERNOR STATE OF FLORIDA RrearscsionitrauffakTiox SEW L Pf• • &I. • 3 ES000028 CONTRAOOR ?chapter 89 - STENS SPi4,—*VAI= • TIONS Gsoupi., FL 33;431 130LAY:AS REQUIRED BY LAW •081402257 CHARLES W.RAGO szcsarr A4 Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 b'1 -1 Inspection Number: INSP- 153729 Permit Number: PL -11 -10 -2102 Scheduled Inspection Date: December 08, 2010 Inspector: Hernandez, Rafael Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number Parcel Number 1132050120010 Phone: 305 - 256 -0306 Building Department Comments SEPTIC TANK AND DRAINFIELD INSTALLATION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Pd7 December 07, 2010 For Inspections please call: (305)762 -4949 Page 12 of 13 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder). Address: 1 ■ f ai4g City: \/N )\, State: Zip: Z- \C-2S Tenant/Lessee Name: Phone #: 7o\ flo\mn akms 4-2010 Master Permit No. `' \� Phone #: Email: JOB ADDRESS: \)(2:0; Y•C S City: Miami Shores County: Miami Dade Zip: —...)-Z ii-"F)) Folio/Parcel #: \"% -2.&T & 0\ CL O.) \ Is the Building Historically Designated: Yes NO >< Flood Zone: CONTRACTOR: Company Name: :(" ? P �C)� c Phone #: �� Address: 1/4--39,,,c, a�'� r� 1:4,) 9 City: \ fi s' a State: \ Zip: N A� 7 1 Qualifier Name: 4,�CG� Phone #: J n .1 L4 State Certification or egistration #: °J Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ % 50 Square/Linear Footage of Work: Type of Work: Address Description of Work: Iteration ONew ❑Repair/Replace ❑Demolition * * ***** ************ * **** ************* Fees****** *** *** * * * ****** **** ** *** * * * *** gym * *j* * F• Submittal Fee $ Permit Fee $6' CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $ 0, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will a delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement,hizust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs n such posted notice, the inspection will not be approve# 4 a reins 'c o - be charged. Signat .e Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was ackno` dged before me day of , 20 , by dam' ►� day of �r a I �► (�a.; - , 20�(�} , by W. who is personally known to me or who has produced person y own -. ae or who as produced ignature As identification and who did take an oath. as identification and who did take an oath. ►uuu►n NOTARY PUBLIC: S / %',,, �r P� " Sign: - 7 03106/2092 Sign: Print: NOTARY PL' Li = Print: My Commission Expires: •• • 76590 # My Commissi. n Expires: /r 0 APPROVED BY II/ _4'7 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk STATE OP FLORIDA DEMOS/MT OP MALTS ONSITE SEWAGE MATHEW AND DISPOSAL MOM CONSTRUCTION PERMIT FOR: APPLICANT: Nelson Adams PROPERTY ADDRESS: °SIDS! New PERMIT x:13 -SC- 12767'8 =CATION N AP9771 81 DATE PAID: FEE PAID: mann 1: noattarr PR823364 LOT: PROPERTY ID 41: 11 NE 95 St tt: n-a. 12,.0010 sc�s�vzION: [SECTION, TOWNSHIP, RANGE, PARCEL (OR TAX ID NUMBERJ SYSTEM MUST BE CONSTRUCTED fl AC WITH S IFICAT'I0281S AND 8 RD6 Or 381.0055, f.$., AND CHAPTER 64E -6, F.A.C. DEPARTMENT PROVAU OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFY OF T /ME. ANY CHANCE IN MATERIAL FACT'S, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAT RESULT IN THIS PERMIT sem MADE se - Nita VOID. ISSUANCE OF THIS PERMIT DOES NOT =EWE STATE, OR =PIA PERMITTING REQUIRED OF t}PE7 SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ R[ t500 ] GALLONS / OPD OALLose NIA 3 GALLONS GREASE INTERCEPTOR CAP CAPACITY S ] GALLONS DOSING TANN CAPACITY [ ]GALLONS 8 t Patio D [ 875 ] SQUARE FEET R [ ] SQUARE 5EZT A TYPE SYSTEM: (x] STANDARD I CONFIGURATION: (X) TRENCH N }- F LOCATION OF BENCHMARK: • ELEVATION OF PROPOSED E BOTTOM OF DRAINFZELD TO HE D FILL REQUIRED: [] EXCAVATION REQUIRED: [. 72.00 ] 8 N/A [ FILLE t t ] BED { ] :1250 - ] 24 HES e [ 0 T B R 1.4nstall a 1500 gal min: category-3 septic tank with an approved filter. 2.- The - licensed c ontrector installing the system le respo a for installing the minimum category of tank in sicardance . with s. 64E-8.013(3)(f), FAC. 3.4nstal 875 of of dralnfleld in bad configuration. 4.- Install 42" of slightly limited soli at the bottom of the draihield. 5.- Perimeter of excavation area shall be at least 2 ft wider and longer than the a tion (Comments Continued on Page 2'.) SPECIFICATIONS BY: APPROVED AY: d DATE ISSUED: /0/0112010 DR 4016, 08109 IObsoletee all previous editi Incorporated: 64E- 6.003, FAC' v 1.1 ,4 TITLE: Engineer Specialist II E Weer Specialist II Gch may not used) W 77181. !RATION DATE : Dade CHO 041011201.2. Page 1 of 3 MIAMI -DADS COUNTY TAX COLLECTOR 140 W. FLAGLER ST 1st FLOOR MIAMI, FL 33130 = 2010 LOCAL BUSINESS TAX RECt MIAMI -DADE COUNTY - STATE Ole I EXPIRES SEPT 30,201'I.' mustitt DISPLAYED AT PLAC - PURSUANT TO,COUNTY CODE C 358075 -1 THIS IS NOT A BILL — DO NOT PAY BUSINESS NAME / LOCATION RENEWAL ' RECE A LEAGUE CONTRACTORS INC C05 3y4186�-6: 13020 SW 85 AVE RD STATER CGC058347 33156 UNIN DADE COUNTY FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER A LEAGUE CONTRACTORS INC sec. 'Type of Business • 196 GENERAL BUILDING CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE O IOLATE EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITES. NOR DOES IT HOLDER R OR M�NY THE FROM OTHER LICENSE REQUIRED BY LAW. THIS 15 NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED COLLECTOR COUNTY TAX 10/0812010 02230005001 000082.50 SEE OTHER SIDE MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAMER ST. 1st FLOOR MIAMI, FL 33130 381590 -0 WORKER /S 1 DO NOT FORWARD A LEAGUE CONTRACTORS INC GUILLERMO SUAREZ JR PRES 13020 SW 85 AVE RD MIAMI FL 33156 i111i „111, ►1 III 11 ►1111111,1i,1,11111i ►„111111111111/ „i�t141i 2010 : LOCAL BUSINESS TAX RECEII MIAMI-DADE COUNTY - STATE,; EXPIRES SEPT- 30, 2011;. MUST BE DISPLAYED AT PLACE OF 1 PURSUANT TO COUNTY CODE CHAPTER THIS IS NOT A BILL — DO NOT PAY RENEWAL.:. BUSINESS NAME / LOCATION RECEIPT NO ' 398420-1 A LEAGUE CONTRACTORS STATE* SEP890867 ENVIRONMENy -t INC 13020 SW 85 AVE RD 33156 UNIN DADE COUNTY OWNER • A LEAGUE CONTRACTORS ENVIRMNTAL Sec. 96 of PLUMBING CONTRACTOR °3 THISt IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CTTisS. NOR DOES R EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 • WORKER /S: PAYMENT RECEIVED MIAMI -DADS COUNTY TAX COLLECTOR:. 11/02/2010 60000000101 000075.00 SEE OTHER SIDE DO NOT FORWARD A LEAGUE CONTRACTORS ENVIRONMENTAL INC GUILLERMO SUAREZ JR PRES 13020 SW 85 AVE RD MIAMI FL 33156 9 1L 111„L11111,11,1,1„ 1111 1111 ,L1L1111,1L,11L1,►11111L,J,,,11 'rcH ?uM 'ER :$ Co. g ,Ci . gt1464 S r BATCH NUMBER g .TCH ' U "FB ER Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 116745 Permit Number: DEMO -6 -09 -981 Scheduled Inspection Date: September 23, 2010 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132050120010 Phone: (305)685 -0412 Building Department Comments DEMOLITION FOR INTERIOR REMODEL Inspector Comments Passed ? Failed 0.117-io Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 22, 2010 For Inspections please call: (305)762 -4949 Page 1 of 16 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C Ccl---9E'4, Master Permit No. °1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building EZMEVi JUN 11 2009 !J BY: m ®eat e..v�oom Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Kekork, L +r" Phone # Owner's Address ioce qs s-I- CityM!Q'fl1 apit.N State 1 Zip bN Tenant/Lessee Name Phone # Job Address ( w h e r e t h e work is being done) 1 . S I'16 his S� City Miami Shores Village County Miami -Dade Zip 33 FOLIO / PARCEL # — 012-- pot O Is Building Historically Designated YES NO Nit Contractor's Company Name OQ.oi .d 1 rAC Contractor's Address RHO O F`3 6 CrIc City A !tile% State FL Qualifier Name Of t frA c cis State Certificate or Registration No. Citt,i2,5 16cLi Phone # 60S- bb S-04 Zip ?htb Phone # Certificate of Competency No. 0461 'sM 3N Architect/Engineer's Name (if applicable) Mod- ld..tiOeit Phone # V?) Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition [ f Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: vc,6. rA bcrlkoorn,, AW 0$ t ,", (Oe- o\ ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /dOP-- CCF $ 62 .40 CpWe-- Notary $ Training/Education Fee $ o---o Technology Fee $ 6,0-0 Scanning $ 8 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 a'l • ig-0 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 IlVIPROVEMENTS 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 re'�.,•�ec n fee will be charged .171 s Signa Owner or Agent Contractor The foregoing instrument was acknowledged before me this I I The foregoing instrument was acknowledged before me this 11 day of iUaj , 20 es , by , day of t' 20 CO , by who is knowl� to me or who has produced who As identification and who did take an oath. NOTARY PUBLIC: Sign: Y gLIC- STMEOFFLORIDA % '' Dolores Lopez `�� rmt � �� ' ' Commission #DI)766456 P•" Pk/iees 444'Z _ °° "''•s Dolores Lopez ?�! Commission # 00766456 y ommission xplres: Expires: MAR 10, 2012 My Commission Expires ' E�:pireg: MAR. 10, 2012 B0N9BBTNRBATLANTIC B0NBINGCO.,INC. "'° INGCO.,INC. : Y�F�Y�Y�Y**** �k& �Y�1r**** aY�k9t�Y�k�Y3e�Y�Y**** �Y3e& 9rde********: F9: 9r9c9eae9e9e9c�Y�Y�Y�Y�Y*** �Y�Ydc�Y4r�Y3e� 'e�Y�Y�k�Y&3c***k **** MAxPirs: MAF4r�t9c:211*c2** personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: My Commission E APPLICATION APPROVED BY: �i�%� (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cL<C° Inspection Number: INSP - 116767 Permit Number: EL -6 -09 -984 Scheduled Inspection Date: June 13, 2011 Inspector: Devaney, Michael Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305) 551 -4043 Building Department Comments ELECTRICAL WORK FOR INT. REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments / 10/4-- ti June 10, 2011 For Inspections please call: (305)762 -4949 Page 1 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 pomrimilj JUL 2 1 2010 Permit No. EL CA— 41 2 Master Permit No. j — I `6 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) 1iJ k'LS ® pfeA5 Phone # Owner's Address l 0 i 2r Ayt. q s '- City MAAVAA *Q TZ State Et- Tenant/Lessee Name Phone # Email Zip Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO >C Flood Zone Contractor's Company Name Contractor's Address PawbournS 66 Phone # 205-- '- u -t Z City (1,iN.v‘-.\ State rt, Zip `�, i ems_ Phone # Qualifier Name - ^- ESGd State Certificate or Registration No. eC / 00 i'51-/ Certificate of Competency No. Contact Phone E -mail ngineer's Name (if applicable) 4- Q2v i'gb . i Phone # Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: f2Ne DAlteration 10 Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition 0-- ►..mar ******** * * * * * * * * * * * * * * * * * *** * * * * * * * * * ** Fees************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Training/Education Fee $ CO /CC $ Technology Fee $ Bond $ 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 a spection fee will be charged. Signatu Agent The foregoing instrument was acknowledged before me this day of SL( , 2010 , by ('►S who is personally known to me or who has produced (.... I) As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this tS day of 51-C , 20(0, by e' «t Ccz (. q/ who isgti'� "•� to me or who has produced as identification and whl;yllke an oath. • • z`oz�9� ,�.: Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) NOTARY PUBLIC: Sign: Print: My Commission Expires: J. iS,S\\\` Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit Not.COCI v B Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) IV6L -5 ON ,2Avt,.5 Phone # ° ` 9' 8 [ -/ 91r Owner's Address (Q5 TSB S� City y'. t t cooNCS State Zip --31('; rb Tenant/Lessee Name Phone # Email Job Address (where the work is being done) S Ne g5- - S b p Zip S 5136 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 (- '32°6 " 013 — 1 11 6 Is Building Historically Designated YES NO Contractor's Company Name Flood Zone fig. ✓T Lt-C.,/ G - Phone # 3d l _�5� - 1®® Z Contractor's Address l 'I.:1 o 3 S I 'JQ,, j 'rz/t �• � City_L4 ! f• (4',v/ State Zip 3 li ll Qualifier Name � ,, %'/'1 OwVC (S (J47 Pe z , Phone # lc is 1'r °` -x,` State Certificate or Registration No.; C - 1 30o i / i 4 -i Certificate of Competency No. 1 4 - f / ''' r fi51 —! Contact Phone E -mail e_s ngineer's Name (if appl' a1 Value of Work For this P Type of Work: ❑ Describe Work: M Pelk- n/3 e1A - Phone # 34 S Z S - 3 0 3 7 Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition Submittal Fe $ Permit Fee $ ` ® CCF $ CO /CC $ Notary $ Scanning $ 3- Double Fee $ Training/Education Fee $ Radon $ Structural Review. $ DPBR $ Technology Fee $ Bond $ Violation date: Total Fee Now Due $ 1 Y. CO 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 inspection fee will be charged. d #, II Signa Owner or Agent The foregoing instrument was acknowledged before me this 1 day o � y Jj20Ql , by kir; R d , who is personally known to me or who has d ni,,, As identificatioekt,Qatf1ta' arfT,ath. NOTARY PUBLIC: ' �' 0310612O'2 9 9 Sign: Print: My Commission Expires: NOTRRV PIMA z Commission .1 APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this 22- day of DF4 , 20 , by FJt4 -' geo Pe , who is personally known to me or who has produced as identification ppjjj j " FLORIDA NOTARY PUBLIC: y i Nancy Iglesias Commission # DD535535 Expftes: MAY 13, 2010 on clod Thru Atlantic Bonding Co., Inc. £4 /Ip &2 glanExaminer Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Sign: Print: My Commission Expires: Zoning Clerk checked Miami Shores Village Building Department FECZ.Z7 La JUN 1 1 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. ,\ N 01, PERMIT APPLICATION Master Permit No.&; t A Ct6 FBC 2004 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) teI Owner's Address VOW Of. Phone # City MILNS C N State Zip i3Fa Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) OOgT) A SA City Miami Shores Village Phone # County Miami -Dade Zip V? FOLIO / PARCEL # « °' OS O 2 — OD i Is Building Historically Designated YES NO Contractor's Company Name P,44c>'vh 6 i & 11U Contractor's Address f 1,s oE6 G.03 .20 Feu' Phone # City Mel State R. Qualifier Name d`jl (f Pei!-t- Zip ? -6l Phone # State Certificate or Registration No. GC— t 1):Coicitil Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) r0,01— ik Phone # Value of Work For this Permit $ Pt lab Square / Linear Footage Of Work: l 0> Type of Work: ['Addition Alteration ❑NeIw ii-- ❑ Repair /Replace ❑ Demolition Describe Work: X 11 A C1i �I 111 r� 6 k trl i0l! \ icrookliN 04 s‘(cc c 003e. **** xxxxxxxxx4 :x3cxxxxxxxxxxxxxx *o:xxrxxxx Feesxxxxxxxx xxxxxxxx xxrxxxxxxxxxxxxa : xxxxrxxxxxx Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ oo 40C) Bond $ Structural Review. $ CCF $ )Q-00 CO /CC Technology Fee $ 1 . O Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip i 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. 1 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. l 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 ret spection fee will be charged. Signatur Owner or Agent The foregoing instrument was acknowledged before me this day of Joyce, , 20 0q , by who i ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 1 Sign: Prin My Commission Expires: X XX XXXXX W W W*XX X XXXXX,e*w XX X: APPLICATION APPROVED BY: (Revised 02/08/06) „.... ' �LICSTATE OF FLORIDA - x,,, . Dolores Lopez Vin% Commission #DD{j76y6� /44y5�6� MtNAaQx 3res:x a'itle1L **** ********** ********************* DEO MAID s Signature Contractor The foregoing instrument was acknowledged before me this day of t\t. , 20Q, by who is ersonall know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t &ram) („Tel- My Commission Expires: NOTARY `�: LIC -STATE OF FLORIDA Dolores Lopez Commission #DD766456 xo icx es: MAR .10, 2012 uZ E:1i ee LICGC ®yNC. ATLANI7C BONDING CO., INC. /2 `cev� e Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160839 fl Permit Number: PL -6 -09 -983 Scheduled Inspection Date: June 10, 2011 Inspector: Hernandez, Rafael Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305) 261 -3942 Building Department Comments PL WORK FOR INT. REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 09, 2011 For Inspections please call: (305)762 -4949 Page 12 of 12 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 6, O `Z PERMIT APPLICATION Master Permit No. O j - /Ea. FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Pa.S 0 f AP I v' 5 Phone # 6 • q O b ' iq SC Owner's Address • (OR e l City M tkv.zi S J1 State Tenant/Lessee Name Email Zip .' “( 7S Phone # Job Address (where the work is being done) 10 `'CG /t/l l 6-1"- 5 T City Miami Shores Villa e County Miami -Dade FOLIO / PARCEL # > I " 3203-- 0010 Is Building Historically Designated YES NO Contractor's Company Name / v 1.. Contractor's Address "( 5 S S tAi 7 f 4 City Qualifier Name (+4•1-3. State FL State Certificate or Registration Nor;::. ( (PJ 3 g Certificate of Competency No. 0 00a0 6 Zip -3 3\'Y Phone # Flood Zone 3 or- 26/-3 if_. Zip 'Tr Phone # Contact Phone 3 or Architect/J8ngineer's N Value of Work Type of Wo Describ E -mail pA AMC C vs P eL._ Phone # 50 S Ze - 3057 Square / Linear Footage Of Work: ❑New ❑ Repair/Replace Submittal Fee $ Notary $ Scanning $ Radon $ Double Fee $ g! Permit Fee $ Training/Education Fee $ CCF $ DPBR $ Violation date: CO /CC $ Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ 4.00 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 COM1VIENCEMENT 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 ofsuch posted notice, the inspection will not be approved a r spection fee will be charged. l Signa Owner or Agent The foregoing instrument was acknowledged before me this 1 Ce The foregoing instrument was acknowledged before me this % day o ' UV X20 til , by N i 4-11).17,4-1-5, , day of Et - , 20 0 y`', by Lt./ J5 F° ►2+7.04 5(.0- who is personally known to me or who has produced -_ D u) who is personally known to or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY: • f,- l`' ,. Sign: Print: My Commissi Signature I l � C ctor ' NOTARY PUBLIC: Sign: Print: My Commission Expires: `. - ,12012 commission �' ..DD765 '`0�`' •• .... •Q��. ►o'r11 \\�. ****** ** * * * * * * * * * * * * * * *,r * * * * * * * * * * * * * * * *, *********************************** * ** ** * * * * ** * * * ** * * * * * * * * * * * * * ** Ve� Y APPROVED BY Frans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC200f Permit No. Master Permit No. - OC/ ` (e (o Permit Type: BUILDING ROOFING. / ! ' Owner's Name (Fey Simple Titleholder) �'LS O ►J . S Phone # U c - '7 �� /9 Owner's Address oct 6 frvic ct S T'{ S 1 City VI,Iottv+.�l S PitrfrreA State Zip 11 t3 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1 Oq 8 NE q'� � 5; City Miami Shores Village County Miami -Dade Zip 3 3 /3 6 FOLIO / PARCEL # 11 — 3206 9 (j1 S— fq/ Is Building Historically Designated YES NQ Flood Zone Contractor's Company Name C k 1 ! tdC— Phone # S 05 6 fig — °'i 1 Z Contractor's Address 14--/0 `% 0 N 6,0 t `G-r- City /10/1711A V'1 I AV"t ( State r Zip s[ be Qualifier Name 10 (U I MO b i 4 r ,, 3/ Q S Phone # 3 d J 6 4,S — 0 Li ( Z State Certificate or Registra o . , r . C a G !is-1(051 Certificate of Competency No, C— IS C /-2,c / 4 5- if Contact Phone Li (Z— E -mail I d a— Al i. C An t/Engineer' fiance (if - licable) iM P AI °(jANAAN Phone # 3 0 l K Z-'C1 3'03 7 .. Y °U H..n.. .. Value of W Square / Linear Footage Of Work: Type of dition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Descri t,k: p co C Uo-vr 9 &t' ? , 2?i4 irezt `— 3 At-co '`. /2o rn 0,\J ` n L-,--14-,---1117y � P1-014-•• 6A f . s 6 i v t A - 1 - .s 1 / Os (Ain A./f i 1S\)t S / P 1.44A4 leYc_ ******* * * * * * * * * * *x *** * *** * * * * * * * ** * *** *Fees * *� * * * *** * ** * ** * ** *** * *,�** ** * * * * *** *** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Scanning $ Aro Double Fee $ Training/Education Fee $ Radon $ Structural Review. $ 6'5 eet, DPBR $ Violation date: Technology Fee $ Bond $ Total Fee Now Due 1 0 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved d a reinspection fee will be charged.. Signa e Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this /''''' The foregoing instrument was ac�knnoowledged before me this .ez-- day o x1036, d . , by t\;1:7-1,-5 CCr'i ft , day of :�-�0-•Y 4 ,by 7 e •-.42. =' aA who is personally known to me or who has produced ?) As identification and who did take an oath. NOTARY PUBLIC: Sign: ..; Print: My Commission Expires: w �.. i ersonally known e or-who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P My Commission Expires: NOTARY PURt.1C STA +F FLORIDA Dolores Lopez Commission #DD766456 ,. Expires: MAR. 10, 2012 DGNDF9 THAI Awe BONDING GO, ING, ***** * * * * * * * * * * * * * * * * * * * * * ** * * * * *x ** ************** * * * * * * * * * * * * * * * * *p* * * * * * * * * * * ** ** * * * * * * * * *** APPROVED BY 22 J !f i•$/ » r' Plans Examiner 7� 07"Sir) Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: 1111 D JUN 1 1 20 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PI 0q- - Zo PERMIT APPLICATION Master Permit No. Q&0 t- { %% FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titlehdlder) t' e \o,n V . MaInS Phone # Owner's Address '0°1b Nay CIS S+ City V'18ZrM, State F 1 Zip S i S9 Tenant/Lessee Name Phone # E- MAIL: Job Address (where the work is being done) IO I ' CIS S4- City Miami Shores Village County Miami -Dade FOLIO /PARCEL# II° On, - cot 0 Is Building Historically Designated YES NO { Contractor's Company Name 14tkiNCid tPIOTA% N3 Contractor's Address City NUOE'( l Qualifier Name zip . '63135 Phone # ";cii - -)61 31 (L j pf( t' State "FL, State Certificate or Registration No. QFC06 E -MAIL: Zip ?),6iS Z Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) lYACML A. i.th P O, Phone # Value of Work For this Permit $ Type of Work: ['Addition Describe Work: PEA AI Caw, CIO St 4s. '° 00 'x Square / Linear Footage Of Work: Alteration ['New ❑ Repair /Replace of ILi dA.n ()A AIV0Q o fem® laA� ❑ Demolition 0.4- beditatai ***** nk+ Ndc**************** **** ******:�***Fees**�kx�Yxxx ** w�Y.wwwww*wwwww*..**.* *wwwwww. Submittal Fee $ Permit Fee $ 97 / 7 5-O CCF $ 11 CO/CC Notary $ Training /Education Fee $ 5 ISO Technology Fee $. 4 . 94- Scanning $ 3' Radon $ Bond $ Code Enforcement $ Double Fee $ ^ Total Fee Now Due $ II O4VB4 DPBR $ Zoning $ Structural Review. $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 0°I day of -1)1, , 200` , by who is Ne, rsonall wn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: NOTARY PUBLIC -STATE 0' FLOP MA D : ores , •pea xxxxxxxxxxaYxx***w****** p�b64.�_.__ "- -_- 11 -' • 11 111 1 1 `+ >� / I I ING CO, INC. tifi APPLICATION APPROVE (Revised 02/08/06) .10, 2012 Signature Contractor The foregoing instrument was acknowledged before me this 'Di day of ,20O ,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Prim ,%gyp L b/zc My CommissionExpi AgyPUBLI0 -STATE OFFI.QPrS Dolores Lopez xx'x &4cx My 9r 'u aYxmiss ruxicxxxi ..>it,Y KxxxxA$x$ i:* n� e C`Ommt iiFF l/iJ l�7�7 •` Expires: MAR. 10, 2012 �Oi o Timtt ATLAN'ri lane Era se,tII4� (7 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158269 Scheduled Inspection Date: April 20, 2011 Inspector: Perez, JanPierre Owner: ADAMS, NELSON Permit Number: MC -6 -09 -982 Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project <NONE> Contractor: AG MECHANICAL INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050120010 Phone: (305)446 -1931 Building Department Comments A/C CHANGE OUT FOR INT. REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 116749. must redo hood duct no t -fin jpp pAAT April 19, 2011 For Inspections please call: (305)762 -4949 Page 12 of 20 Air -Q, Inc. 9010 W. 32ND STREET MIAMI, FL 33165 786 - 486 -7810 airginc @yahoo.com January 13, 2011 Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 inp� .LC.MICM2�� l� ,Ippi 1 9 2011 J1 BY:— RE: Property Address 1098 NE 95th Street To whom it may concern, We are writing this letter requesting that the Mechanical Change of Contractor that was submitted for the above mentioned project on November 10, 2010 be CANCELLED. We have not been contracted by Oroni, Inc. and do not intend on doing that work. Please make sure that my application for Change of Contractor gets voided out or cancelled. If you should have any questions, please do not hesitate to contact me at 786 -486 -7810. Sincerely, Rodo o Al .; nso Qualifier for Air Q Inc. 4.: '. ;t '`.`` MY COMMISSION 003662 EXPIRES: June 26, 2014 ,,t` Bonded Thru Notary Public Underwriters Sworn and Subscribed • - - e in iami Dade County on January 18, 2011 by Rodolfo Alonso who is personally known , me � Tillit _ Notary Public 1 -1'-I1 Date To: Village of Miami Shores 10050 N.E. 2 Ave. Miami Shores, FL 33138 From: Dr. Nelson Adams 1098 N.E. 95 St Miami Shores, FL 33138 Ref: Mechanical Permit #6 -09 -982 To Whom It May Concern: Please withdraw the request for a change of contractor submitted and allow the permit to remain under A.G. Mechanical. Dr. Nelson Adams Nov 29 2010 12:17PM ORONI INC ORONI, INC. ACwwwctlsn MWem 1CBC12510841 305 -688 -9550 p.l (305) 685 -0412 (011) (305) 6889550 (Fax) November 29, 2010 Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 14040 NW 6th Court Miami, Florida 33168 ATI'N: Arlenis REF: Change of mechanical contractor (1098 NE 95th Street) To whom it may concern: We are writing this letter in order to ask that the mechanical change of contractor process that we had initiated be placed on hold at this time. We are reviewing different options on how to resolve this matter and will be contacting you as early as possible in order to let you know how to proceed. If you have any further questions regarding this please do not hesitate in contacting us. Thank you for your help and cooperation with this matter. Sincerely, Ro ando Iglesias ORONI, Inc. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No.- ` C ®1 .g NOV ECIMMRD 1 5 2010 0-3 Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): qe I son Atta VYl S Phone #: Address: 1 O U 954-h City: x•11, l t Wl,c ,.ThaD (.Q�' State: _ :.;, � Zip: 3 3(3 S Tenant/Lessee Name: Email: JOB ADDRESS: I 0 9 Ca I City: h• Miami Shores County: Miami Dade Folio/Parcel #: t `— 3 2 o - 012 - 001 Phone #: Zip: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: P Address: ' ® 0 ' J 6 � � � � �- 'C City: Qualifier Name: state:; >,. r r. Zip: 3 3 Z (� Phone#: - r 6 — 4S6-113 State Certification or Registration #: Certificate of Competency #: ®6 rr\ 00 15' 5 Contact Phone #: DESIGNER: Architect/Engineer: Phone #: Address: Value of Work for this Permit: $ Q` I OO Square/Linear Footage of Work:.: Type of Work: UAddress ❑Alteration ❑New ❑Repair/Rep ❑Demolition Description of Work: *************** **** **** ****************Fees ******* Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ F$ DBPR $ ****************** ** *aye * * ***** CO /CC $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoiin/ instrument was acknowledged before me day of 4 V O , 20 1®, by who is personally known to me or who has produced As identification and who did NOTARY PUBLIC: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of 'O v% , 20 t ®, by who is personally known to me or who has produced as identification and who did take NOTARYJPUBLIC: Sign: Print: My Commission Expires: * * * ** * * ** * * * * * * * * * * * * * * * * * ** * * * ** * ** * * * * * ** **************************** * ** * * * * * ** * * * * ** * * * * * * * * * * * * * *. * APPROVED BY \ 1i 1 Z I xaminer Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) iami Shores \fiuIage Building Department 10050 N _E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 CHANGE OF CONTRACTOR l ARCHITECT Permit H. A.c, a - oci Owner's Name (Fee simple Tate ): et soli MKS Phone #: Owner's Address: Q . N 6 6154^ S-)— City: O.-V4 S X.P State : Page 1 of 1 Zip Code: ' 3 3 (3 Pa A d d r e s s E, -15 3t- City: Tiami Shores State__ lorida Zip Code: 3 (3 Q) Contractor's Company Name: A I R.. Q r .1.01 C— Phone #. O Address: CUD (0 W 3aN6 City: rY\ ( QVYI 1 State: cgc _ N ip Code: 3310 jr Qualifier's Name : - �CtsOIc art o Lic. Number: U(o VA an t 555 Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: I hereby certify that the work has been abandoned andlor the contractorlarchitect is unable or unwilling to complete the contract. 1 hold the Building Official and the Miami Shores harmless for all legal involv . e Signature :=fif --fs" Signature owner arAged The foregoing vtustrrunnenl was This I day of V2010,4 Who is personafly known To me or Rim has perdue as Inderdfficallen. Ccediaerlar Arairtert The f lip mslrumerit a s aknowledged before me r This ll0dayof rvOV .201°by R0dO14O A-10450 whc is perserr who has produced as rodent lion. https:// docs.google.com/viewer ?attid =0.1 &pid =gmail &thid= 12c5500331 ccbd5b &url =htt... 11/16/2010 Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): j D `nn ? a K) E Gf5 City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Al C q, State Certificate or Regis r ti. N. Certificate of Competency N. 0 (s, TV) oo i 655 Phone: c— y (ia "' 7 b 1 D Signature (Qualifier's signature only) Date: 11 I 1 co t 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD , B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 BUSINESS NAME: COMPLETE CONTRACTOR'S INFORMATION NZ BUSINESS ADDRESS: g011;) W 3X' '' 34- CITY %dl l a( l STATE ZIP CODE 5 3 l bcc BUSINESS PHONE: ( ) FAX NUMBER (n ) r CELL PHONE (in) a `° ` b�- ko 0 QUALIFIER'S NAME: Dlt -O (`�D D(1sp QUALIFIER'S LIC NUMBER: 0 ( M. 00155 5 E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV 1 RV 3126109 MLDV AHV tOrdu. SuatESS TAX reamsr 2ast IMAIROADS OOUNTY. STATE OP FLOM% SEPT. 30, 2G1U amirfatim Y ED AT 594434 -4 MOMS RARE AIR - LOCATION 9010 SW 32 ST 33165 UNIN DADE COUNTY OWNER AIR ;Q INC 1 SPEC MECHANICAL CONTRACTOR S US NOTA OILS. - CO NOT PAY RENEWAL rem 620120 -6 CC 0 06M001555 ANT ONO OR Mee OM* Or IVO CROW eXt IMO. WO IIVOI4MMIAAA MOOR he ROOM* Wildfileir. rsnntMLeLa y Nut 07/08/2010 60060000190 000075.00 SEE OTHER SIDE FNWPCIASS U POSTAGE PAST UMAKft PERWT 23t WORKER/S 1 00 NOT FORWARD AIR A INC R000LF0 ALONSO PRES 9010 SW 32 ST MIAMI FL 33165 1„I1.,,11.,,,t1,11,,,1,1., ,11,,,1,1 „iL1,1,.,,,1111.,,,t41 T AC ING N'3 0 1 QUALIFYING TR DEMS) Mc - LTD :AL EX SANK CHIEF FINANCIAL OFFICER * * STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION 10-30-2008 CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the ndividfiai listed heloirQ has electeb fc: be exempt from Florida Workers Compensation law. EFFECTIVE DATE: PERSON: FEIN: 01/01/2009 ALONSO 020788108 BUSINESS NAME AND ADDRESS: AIR 0 INC 9010 SW 32ND ST MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: 1- REGISTERED A/C CONTRACTOR EXPIRATION DATE: 01/01/2011 RODOLFO ""M0030.0 44tt Ott" 4t " qtt.■.tt" tt rortmtat,qrt ;nth rtthrts 0Y0040',00 U,(S. trttattt t", ,,i000 3 0,t5100410 Dt ..x1nrt■ttrt 00df0 th,5 nqt 40(,1"0-0 tethetitr, C0,0,tel;e+10 thts ;Amt., Prtnovtot tt, Ptt1%.". "rt'-t^t .t.trt,trttr, trr t.xtettttt 4041, ate, wIttett !Itet- ttrov," r,t trt, trash, ',Wed ttrt ttont• ,q1,1,645. t0 {10 0X+,6"AW ,+-00.•'0{4;`,0 to :ewer, 440 t N.,±1,,,5 ,t4rttott oxoetttt laj ,,,,,,t;tt!rren tr.t '",`",114, tth t,t,t3t lt,4tt At1 0,1^ :"000 ti10 00nf 0 0' 0%0 ,,,,t33cit ot tt33, ,3,33t,33,3 thtt Dtttstttt totee4 In 7,00 00t,ro trAttt"trt ttth r",tel,rerthrtt ttr r.„4,t,,,,,tt tar !,t," 4.44rTetrth,, ntr,,tt. , t,ot?????3tt? 3? an "tet, tot 1401 5f TN' :30'00' 00 0, ,.3??,f,t3t3 010,, rt,,qrttrnrttneth ttt tn, tht.t,rtt, DVVE 2 E.2 CEEPT E 1E1.EL-11112,4% 0 E EE SiEn Cninn:,1P QUESTIONS, (850j 4 ?th, 16.0S PLEASE CUT OUT THE CARD BELOA AND RETA N FOR 'UTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION Of WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECT/ON TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFEECTiVE 01/01/2005 EXPIRATION DATE: 01/0-7/2011 E'ERSCNi RODOLFO ALONSO ccIN 02078810a 3L.:SiNESS NAME AND ADDRESS SCOPE OE BLiSAESS OR. TRAE.,'Er 113(; onacr,r may not recover tenei 'IS r zorroensation unler rtms IMPORTANT Chapter z 40.05(70, h.S,, an of ficer of a corporatior who , eiec,s exennotion t rorn this chapter by filing a certif ;cote of efeotion L unrier VI( F. 7, ection I Pursuant ro Thacter 440 05Ci2,!, 11:ertificates of eiection to oe H exerhipz, aboiy on!y within the scope of the busmess or trade isted 6'7 the nonce elect tth To oe exempt, R E Pursuant To Thap■er d40.050.3), ',S., No:17,es of eLe.ction to be exempt ann cer:iricates of eiecticr rc be exempt shall be subject 'to revocatien 1 it, -.V apy nime after the :Pm., of the not,ce or the issuance of The cettif .cate, 'he Person narneb the notice or certificate no lOnger eets 7Ni reouireiEents of this section f or issuance of a cert.? f icate The rienartmen, hevohe a certil icate as any tIrre for faiture of the i ptr5 0 7, riatheP the z.erWicate th ee.7. the requirements of th:S sect:1, i8S01 413-160S CUT HERE Carry bottom portion on the job, keep Lippe,- portion for your records. OWC- 252 :EPTfFiCATE OF Et EC' T1DN TO BE EXEMp7 RE:di!sEr: 09-36 z OK $175.00 w a CHANGE $0.00 * ***1**** ***X X*** MIAMI-DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day 10/7/2010 1300/222/001MDM 0013-0001 Last Seq,00001 WI LBTO:30 620120-6 Local Business Tax $175.00 MIAMI-DADE COUNTY TAX COLLECTOR 0 LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st FIcrr Miami, Florida 33130 8 us • UJ 8 5 g 4 4 S 8 g. 5 z z rz • 0 4 0 2 4 tc o z TEMPORARY RECEIPT 2010-2011 MUNICIPAL. CONTRACTOR 1AX Local Business Tax'C30620120-6 State/CCCO6M001555 Issued to: AIR 0 INC Type of Business: SPEC MECHANICAL CONTRACTOR SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL. BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami-Dade County Tax Collector USPS - Track & Confirm UNITED STATES MX POSTAL SERVICE.) Track & Confirm Search Results Label /Receipt Number: 7010 1670 0000 6076 4061 Expected Delivery Date: November 18, 2010 Class: First -Class Mail® Service(s): Certified MaiITM Return Receipt Status: Delivered Your item was delivered at 4:27 pm on November 20, 2010 in MIAMI, FL 33134. Page 1 of 1 Home 1 Help 1 Sion In Track & Confirm FAQs Truck & Confirm Enter Label /Receipt Number. Detailed Results: • Delivered, November 20, 2010, 4:27 pm, MIAMI, FL 33134 • Undeliverable as Addressed, November 19, 2010, 4:59 pm, MIAMI, FL 33134 • Acceptance, November 17, 2010, 4:54 pm, HALLANDALE, FL 33009 Notification Options Track & Confirm by email Get current event information or updates for your item sent to you or others by email. Cos Site Mao Customer Service Forms Gov't Services areers Privacy Policy Terms of Use Business Customer Gateway Copyright© 2010 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA http: / /trkcnfrm 1. smi.usps. com/ PTSlnternetWeb /InterLabellnquiry.do 11/29/2010 HALLANDALE POST OFFICE HALLANDALE, Florioa 330099998 1158540009 -0095 (800)275-877Y 11/17/ 2.010 04; 54142 PM Sal es Recei pt ------ Product Sale Unit Final Descri pti on Qty Price Price MINA' FL 33134 Zone-1 $0.44 Fi rst-Class Letter (1 60 ol: ct6d Delivery-, Thu 11118/10 Rcpt (Green Card) fled • -n--10000060764061 $2 '0 $2.80 PVI: by: e Due; $5.54 $5.54 $6.00 -$0.46 stamps at USPS.c,,hoi„: . -Stamn24. G to USPS.c,iicli-AnshiP nt hJppiry amk postage. her infoivation Cell 1-800-ASK-USPS ur where you 'pant Lt iTtfice Box. Sign u; ,o )nnfl e tt usps„com/pcboxes. 10005030/ 16 -.tamps and post-_ Refffids for Pi.„aliteed services o Plank you for your hor-..i:ness HELP US SERVE YOU WIER Go t.Q. https://postalexperience.cow TELL US ABOUT YOUR RECENT POSTAL EXPERIENCE YOUR OPINION COUNTS *****1.***************.k4t4s*********.r, - Customer Copy tit 'ostal tend 111:1 .RECEIPT tic'Mailbnly; No Insurance 'Coverage Provided) For delivery Information visit our baite at www.ttarta-aamp Postage Certified Fee D 1:::1 Return Receipt Fee ci ;Endorsement Fiequired) L71 Restricted Delivery Fee !Endorsement Required) \k.t),S — 3f5\l) _13 Total Postage & $ NOV 11:2,010 I It To 4.1.2„0 Street, Apt No,; :)t. PO Box No. r/v4Anvi **Fortn:3800.'Atigust g000 44. See Reverse for Instructions November 17, 2010 A G Mechanical Inc. 2831 SW 38th St Miami, FI 33134 Re: Permit MC 09982 ) 0c'44 t3I c7-$ -i— Attn: Aurelio Garcia rom-qJm-3 mov z (I min The purpose of this letter is to inform you that your services will not be needed for the Air Conditioning project. You have 3 to 5 days to respond to this letter. If you have any questions, do not hesitate to contact me. Sincerely, Orlando Iglesias Oroni Inc 14040 NW 6 Ct Miami, FI 33168 ,, c laurruyt >cteo_ rer1/4., l -7,2010 L9 C) aii.L a-Q 40- .,, GAMIN Tuff MY COMMISSION # EE 003662 EXPIRES: June 26, 2014 rr Bonded Thru Notary Public Underwriters Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. 6- 07- ”z - PERMIT APPLICATION Master Permit No. gC - 2 • f)c - FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) VW—LS oiv / pp ivt S Phone # 7 w L16q • (9 3 1UC16 w Sl Owner's Address City M ('Vvt 1 h `- -j State — Zip 1 S 3 Tenant/Lessee Name Email Job Address (where the work is being done) 06-1. Phone # City Miami Shores Village County Miami -Dade Zip 3 3 i 3 e. FOLIO / PARCEL # 1 1 ° 32a5-* t ri- ' MI Is Building Historically Designated YES NO Contractor's Company Name ' s )%i gf iiiiik k,e ilidPhone # 1 O5- /' /‘ /93/ Contractor's Address 4 ' ,/ 5461 --5,9 C7 City ,4//` // /// _ State Z Qualifier Name ,/,G , / 0 �/.F!�fC /,M Phone # -10 5 77s 31 J� 6 State Certificate or Registration No. e A e— e5 ✓ 7 F73-C-ertificate of Competency No. Contact Phone-305— 75 911-‘,3 -6 E -mail G- k niA,4 ''',7'f&' 'L ee iti Flood Zone Zip 33/31. Ar chitect/ ngineer's Name (if applicable j k i l l - C 4 l Phone # 'So; s Z ° 3 1 Value of Work For this Per Type of Work: OA Describe Work: CL Square / Linear Footage Of Work: teration ONew i Repa' eplace O Demolition /0 fin y72#( 4?-41.41 « /P. 06-7- oza FAIL Submittal Fee $ Permit Fee $ Notary $ Scanning $ 3• v�.J Double Fee $ Training/Education Fee $ Radon $ CCF $ DPBR $ Violation date: CO /CC $ Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ 1 See Reverse side --* tip 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 r 0 a r' nspection fee will be charged. Signs _.j'i /■ IBA Signature r Owner or Agent The foregoing instrument was acknowledged before me this day o#i k .d ('A, 20 01, by who is personally known to me or who has produced ' 0 As identification and who did take an oath. NOTARY YI ISIFC: Sign: Print: My Commission Expires: Commission # �.�'�'••. DD7659 •'1 FLib*. 0�i� 115 %/ 94� ° ®o® 03/U6/2012 _ • IIASe e,. PUBLIC Contractor 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. NU'J :ARV 1191,1C: Sign: Print: My eN11I1111111 SI Vet ommissio Expires: * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * ** '* *r 14 �f M* * * * * * * * * * * * * * * * * * * *,F* Y * * ** k * * * * * * * ** * * *d * * * * * *1 ** t *ate* * * *�i� %1111 APPROVED BY v Z' 'Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10 /2009) Zoning Clerk checked Miami Shores Village IMcMEWR Building Department La JUN 11 2009 jljj 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B �` -- -- �e - Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. M Master Permit No. Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) l'tIfjon L. (,flV, Phone # Owner's Address I0C1 5 qs City tlet State Tenant/Lessee Name Zip 2)\ be, Phone # E -MAIL: Job Address (where the work is being done) o®ri j RE qc s4 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # ° 52.0S- Qui - 0010 Is Building Historically Designated YES NO r Contractor's. Company Name try r" ``d i Contractor's Address S I tin a City 1 %c N Qualifier Name Zip `-; Phone # t. 0S 4l V" IC Ao e,l o CAUL c State fL Zip Phone # State Certificate or Registration No. C.t ` °-G% Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) 4),(1- f1\ ,0,0 u Phone # j- 7Y4 2? Value of Work For this Permit $ �, b00, a. Square / Linear Footage Of Work: '1-P)0 Type of Work: ❑Addition Alteration ❑New ❑ Repair /Replace ❑ Demolition f2eire8P-103 0{ lc&A $i cock - 1-Noo,"1 i `�..'tvodzi L :°R 1 O b ct, oft ()AA Describe Work: xxxxxxxxxxxxxx *xxxxxxxxxxxxxxxxxxxxxxxwFees� xxx*x Submittal Fee $ Permit Fee $ g 85 PO CCF $ R • (Cr) CO /CC Notary $ . Training /Education Fee $ V J Technology Fee $ 90:14. Scanning $ 6'03 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> (A,'10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. t 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a d a re • spection fee will be charged Signature Owner or Agent c, tractor �r The foregoing instrument was acknowledged before me this i The foregoing instrument was , acknowledged before me this -( day of 5th ci , 20 04 , by , day of Ai . , 20 04 , by who isle sonally knoww to me or who has produced who is feiZonally known)to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si,, 1�'OTABY'P mLIC�9TATE OFFIARTDA Sign: Lf(✓ fr.� �,.,...,,. Dolores Lupez NOTARY PUBLIC-STATE Lopez FLORIDA A Commission #DDARIDA Pi nt: ®c�� C f�t' Dolores L Print: � � Co Expires: MAR. 1766411 ,' "- :Commission #DD766456 ,,Jz` _ ±u a My Commission Expires: o Txxx r. c MAR. 2012 My Commission Expires: - Expires: MAR. 10, 2012 y , , , r xx........... xxx�:xxxxxo2'R9:^.2.C�YStR7:�. ��t. rTa�'+� i4dcx�:xu�`"xuxaY'xxzx$cxxxxxrx rxxxxxxxx '+Yxxx xr xxrxxr xxx xxx* uxx APPLICATION APPROVED BY: (Revised 02/08/06) c-2-‘9 /T Plans Examiner Engineer Zoning Inspection Number: INSP - 155733 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 I (lip Permit Number: RF -5 -10 -965 Scheduled Inspection Date: February 08, 2011 Inspector: Bruhn, Norman Owner: ADAMS, NELSON Job Address: 1098 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat P one Number Parcel Number 1132050120010 Building Department Comments RE ROOF TO A NEW TILE ROOF, SMALL FLAT ROOF. Passed, 6cD 91(7_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155610. CREATED AS REINSPECTION FOR INSP- 144591. February 07, 2011 For Inspections please call: (305)762 -4949 Page 16 of 18 RE: Permit# RF -5 -1 0 -965 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: Feb. 8. 2011 Carlos Arocho licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: 00001 78 8 9 FS 468 Building Inspector On or about Sept. 29, 2 010 ,I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 1098 N.E. 95 St Miami Shores, Fl 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large 0(1 NOTARY PUBLIC-STATE OF FLORIDA " •, Marylou Hernandez =Liu: =Commission #DD930046 Expires: OCT.10, 2013 BONDED TBRU ATLANTIC BONDING CO., INC. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each Inspection Revised on 5/2112009 FaLE. FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INgIGHT +INNOVATION •INTEGRATION FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378-1997 Miami-Dade Lab Certification # 07- 0612.11 SITE SPECIFIC INFORMATION Job Address: '- ' - Install Date: Contractor: A' ' Li i c®Fnv4 Permit # kr5 -- /®» .94f Test Date: / - I-11 Type of Tile: pal 14LI 1 - >gi(of 5 , Approx. Height 22 / - Floor: 2 Owner Name: A , 4..(5 Slope: 3 : /2. App. Sq•Ft :j Qe® Testing Equipment: Shimpo Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. " .No. 1 2 3 4 Result" Result Re 1 22 23 24 5 6 7 8 25. 26 27 28 1 42 43 44 64 82 83 84 102 103 104 121 122 123 124 45 46 47 48 65 66 67 68 85 86 87 88 105 106 107 108 125 126 127 128 9 10 11 29 30 31 49 50 51 69 70 71 89 90 91 109 110 111 129 130 131 12 13 14 15 16 17 18 19 20 32 33 34 35 36 37 38 39 40 52 53 54 55 56 57 58 59 60 72 73 74 75 76 77 78 79 80 92 93 94 95 96 97 98 99 100 112 113 114 115 116 117 118 119 120 132 133 134 135 136 137 138 139 140 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Respe tfally Sub VMr, �°� /- 3/ • // Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 Job Address: 19160 A/4 9c ,L/4,4#, 5/4g.45, 7gz. Contractor: Other: x'14 i. o j/ 115 $ketch of Roof ■■■ ■11■ ■ ■ ■■11■ ■11■1111■■■ ■■■ ■11■■11 ■11 ■1111■■■■■■■ ■■■■■■■■■ ■11 ■ ■■ ■11■■ ■ ■ ■ ■■11 ■■11■ ■■■ ■■ ■■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■■■ ■■ ■1111■■■U■■■■■■■ ■1111■■■■■■■■•■ ■■■■■■■■■ ■11■■■ ■■11■■ ■11■■■ ■■■11■11■■■11■ ■ ■U■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■•11■ ■■1111■■ ■ ■■11 ■■i■■11■ ■ ■ ■ ■ ■ ■■ ■ 11■■■■■■■ •■11■■i ■■■■■11 ■■■11 ■ ■11■ ■■■11■■■ ■■11■ ■ ■ ■ ■ ■ ■ ■ ■■ 1111■■ ■■1111 ■11■ ■■■■111111111111 ■11■■■ ■■■11■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■1111■■■ ■■ ■1111■■ ■1111■ ■11■■■ ■11■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■■■ ■111111 ■11■■■■ ■■11■■11 ■■■11■■■ ■11■ 1111 ■■■■11 ■ ■■■11 ■1111■■■ ■■11■ ■1111111111■■ ■■111111 ■■1111■ ■■ ■■ ■ ■ ■ ■■ ■ ■■ ■■1111■ ■■1111 ■1111■ ■■ ■1111 ■■ ■■■■■11111, ■ ■■ ■ ■ ■ ■■■ 1111■■■ ■11 ■11■ ■■■■■ ■■11■ ■■ ■■ ■ ■ ■ ■■ ■11■ ■ ■ ■ ■ ■ ■ ■■■!11■ ■■ 1111 ■ ■I■UU_U ■_�• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I■■'C��uur!r ■■■■■ ■ltr umr a■■■ ■■■■■■■11 ■ ■■ w� 11■ [�J \��, � ■11� a ■ ■ ■ ■ ■ ■ ■■ ■1111■■ ■ ■� ■�?1l��il11 ■1111 ■ ■ ■ ■■ ■fir■ "a[ 1111 ■ ■ ■ai•► ' \A 11iiig■ ■ ■1111l ■I ■11■ ■ ■■■ RI ■ ■111[1 ■■ ■A ■11 ,1 1111■ ■4iEi31 ■ ■ ■ ■1MIVIII ■PMPAI■ 41■ ■ ■1 111■■■■2 ■ ■ ■ ■ ■ ■111•■ ■11K111 ■ ■ ■ ■111691111P 111211 ■■ Ill i;I ■Mr! ■ ■11■r■■ ■1■■■E'' ■1111■■ ■111■ ■\ \L1rirl11■ ■ ■li'a7i + ■ ■■ 11711■11 M■ I■ - ■ ■i i7 ■ ■ ■ ■ ■ ■I11r'■PEN ■ ■■1 ■■ 1111.111tr if',, •■LE`a ■ ■1 ` 11111111111111■11■ ■ ■41i1i ■1211114■ ■1 ■■ ■■11PEMM11i■ ■■ ■11111 ■1111■1111■■ La1■ ■ ■ ■11■ ■ ■11■ ■K;, 1■■ ■• i11Willilimm mm111111 2■ ■ ■■ MUM iRS11[:i/ 111 ■■ IIflRI\A1� + 1a ^11111• ■•I■ ■1111 ■ ■UI ■■ I•S ■[1111 ■IL■IV`►7r Ii ,!I11i■5 ■IEtpi ■r71_il ■ ■us•uu ■rmaiia■■■■ ■11 ■11t IM iii C111i1 ■ ■■ 161 ■r` "14 ■ ■ff►li ■ftdM1111■ ■11111 ■111111 "1/17111:411 ■. ■■ FA■ ■1A7 ■ ■11MII■I i \11 ■111■ ■'`iii ■■ yi11 ■ ■ ■ii7 ■Sir7 ■■ii■ ■1111■■ 4'a rJ ■ ■■11 ►Puri ■ ■ ■■ 1111 ■■ : 11[`4 ■ ■1`r ■ ■■ ■1111■11iLa ■ ■ ■IC __G E [III r ■■ ■■ ■11■■■i v .0 ■■■i� ■ ■11^ ■I\^■■ LM ■iMILA 2311111■■ ■11MIWAM\iAl■11a11i ■ ■LSW X11'1■ i ■ ■■IMPAIN ■ ■_ ■■ ■I1■11■`":\ incrimmo ria Miii1^11■1PIVIIII•1RW111Vii11P?� ■■ ■I/ 1111 ■ ■■EW6111 ■■ ■ ■11■ ■ ■1IQU]1. 11■ ■1111■ ■ ■ ■111111■1111■■ ■r ■1111■ ■11111 ■■■ ■■■1111■■r■111wir ■11111111 ■■11111111■■■ MMEMMR 11 ■11a1111L cirmeN11- --'11C- 11111111 -- :-1111■ Notes Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING (-200FI Owner's Name (Fee Simple Titleholder) Nelson L. Adams 111 )11 AY 2 7 2010 Permit No. T " gCo5 Master Permit No. KC_ -)- - 09 — 1 ii(a Phone # 786- 489 -1935 Owner's Address 1098 N.E. 95 Street City Mir Shores State Florida Tenant/Lessee Name Email zip 33138 Job Address (where the work is being done) 1098 N.E. 95 Street Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- 3205 -012 -0010 Zip 33138 Is Building Historically Designated YES NO X Flood Zone Contractor's Company NameQuality Roofing Contractor, Inc. Contractor's Address 13800 N.W. 1st .Avenue City Miami Qualifier Name Phone # (305) 953 -3333 Carlos Arocho State Fl zip 33168 Phone # ( 786) 367 -2029 State Certificate or Registration No. RC0058627 'Contact Phone Marylou Hernandez – Arocho Architect/Engineer's Name (if applicable) Certificate of Competency No. 000017889 E -mail qua1ityroofing88 @yahoo.com Phone # Value of Work For this Permit $ 30, 000.00 Type of Work: ❑Addition DAlteration Describe Work: Reroof to a new Tile roof., Square / Linear Footage Of Work: 500 {ft. 100 qtt. Flat ['New E Repair/Replace [I Demolition small flat roof. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees***** *** * *: ** * * * * * ** ** * * * * * * ** * * **** * * * * * ** Submittal Fee $ •C7- Permit Fee $ Notary $ –Y- Scanning $ l 2, - c:P Radon $ DPBR $ Bond $ Double Fee $ v Training/Education Fee $ -0° CCF $ I ' .O O CO /CC $ Technology Fee $ -00 Violation date: 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 einspection fee will be charged.. Signature Owner or Agent The foregoing instrument was acknowledged before me this / 9 day of �Lv✓x. , 20) O , by A%e,1 -50 t 4L Adet- ' , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUBLIC•STA OF FLORIDA Marylou Hernandez My Commission Expires: I s U Commission #DD930046 Expires: OCT. 10, 2013 BONDED THRII ATLANTIC BONDING CO., INC Contractor The foregoing instrument was acknowledged before me this %% le day of fi- , 20)0 , by C zrJo.5 At® t5, who is pers ol?y own to me or-who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: NOTARY PUB r , M My Commission Expire9 ; , ; Commissio Hernandez n DD930046 ''� Expires: OCT. 10, 2013 THAT TLA.'t'TIC BONDING CO., WC * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * **** * * * * ** * * ** * * *** * ** * * * * ****** ** r ***** * ** * ** *** ****** ** ******* *** ** *fir* APPROVED BY if/yo Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked • 1111111311111111111111 111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3205 - 012 -0010 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: 1098 N.E. 95 Street CFN 2O1ORe'ss a 5t9"; OR $k 27161 Ps 4751; (fps) RECORDED 01/27/2010 11 :22.23 HARVEY MIN, CLERK OF COURT MIAMI -DADE C:OUNtTY, FLORIDA LAST PAGE Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile roof_ 3. Owner(s) name and address: Nelson L. Adams 111 Interest in property: Owner Name and address of fee simple titleholder: N A 1098 N.E. 95 Street Miami Shores F1 33138 o 4. Contractor's name and address: • - t Roofin 13800 N.W. 1st Avenue 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N A 0 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff- -nt date is sp ignapre o>f.Ome; • • •• • • •.:: L. Print Otq nertiNeme • • • • •4, ••• ••• •.• . • • Sworn to and subscribed before me th • ••• • • • • Nc air Public • Prirft Notary's Piaraae'.' My commission expires: • • 123.01- %OPAGC4 8/02: • • • • • • • • • • • •.• • •. •• ••• • . • • • Prepared by Carlos Arocho day of , 2011—C1' Quality Roofing Contractor Address:13800 N.W. 1st Avenue Miami, F1 33168 (305) 953 -3333 • DUMMY P!BLIC•STATE OF FLO "'••. Marylou HPrn: •• • • ,; Commission #DD930046 • • • s,,,,o, : Expires: OCT.10, 2013 • Bc�1npo IRV ATLA'll7C BaNDU�ro olum • •• .• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 20 '10'00 01 `A High- Velocity Hurricane Zone Uniform Permft Applicatio fv1'ami Shores Village ciPPROVED_� ilattiNG DEPT BY: Master Permit No. Process No. Section A (General information). BLDG DEPT BY DATE &No SUBJECT fO COMPLIANCE WITH ALL FEDERAL .-.CL.NfY 4 n € nND REGULATIONS Contractor's Name Quality Roofing Contractor, Inc. Job Address 1 098 N.E. 95 Street El Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ® Reroofing ❑ Recovering ROOF SYSTEM INFORMATION )1:1 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) 100sgftS,teepSloped Roof Area (SF) 5Q00sgft Total (SF)5100sgft. Sneri;.,n R (Roof Plarn) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. mmommummrpftimmignimmom ■■IIUUII ■ ■ ■■.iT4 . M■■■iiM■�,■■■i ■ UIIIHUIF2ilIu.muii MEMMEMMIIMMEMIRMUMMEMANAMME mumnsummmummoniummummom MMEMEMMWONKMWOIMMEMMOMMEMM MBIMEMMWMOMMEMEMUMmmitiMMINE IIMMUMMMAMMILMMUMMEMEMMEMME Halm" lom women ulamm mmom m • FLORIDA BUIENI 0 • • • _« - :.`. -• • • • • • •• • • BL VINO • SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 44 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the iten,tms been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the Florid Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing cont r and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail netrations of the underside of the decking may not be acceptable. 14 5. Ponding Water: The current roof system and /or deck of the building may not drain well and 9 Y may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident u ,,i► e original roofing system is removed. Ponding conditions should be corrected. air 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acc9ance with the Florida Building Code, Sections 4402, 4403 and 4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. / 1 /old Owner's /Agent's Signa ure ' Date •• ••• • • • • • •• • Property Address Olr► • sib' r.6' . .. . • . . .. • .. • .��r�� • • • • .... ...... • • ... • • • • • • • • • • • • • • • • • .. ... • Permit Number Contractor's Signature ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FP aide =' aiding Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Se ti n C (Low Slope Application) Surfacing: N/A Fill in specific roof assembly components and identify manufacturer (if a component is not used, identify as "NA ") System Manufacturer: Certainteed Corp, Product Approval No.: 08- 0227.07 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: —49.2 Pmax2: -82.6 P ax3: —124.3 ax. Design Pressure, from the'specific Product Approval system: —52.5 Deck: Type: wood 1 X 6 Gauge/Thickness: N/A Slope: . 5 Anchor /Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: N/A insulation Base Layer: N/A Base insulation Size and Thickness:N /A Base insulation Fastener/Bonding `1.- aerial: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): (1) Base Base Sheet Fastener /Bonding Material: 1 1/4" S nails •• ••• • • • • • •• Ply Sheets) & Lo. MPlir(i: : S 2 ): ply 1V • ••••••• • Ply Sheet Fastener /Bonding ateriai: Type 111 mopping asphalt • ••• • ••• • • Top pi: .Mineral rap •shut' : : • • •• • • • • • Top PIy Fasteners ending Materoail: Type 111 mopping a3phalt • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • FLORIDA BLILkTG Zcbd— itullbIPle: ••• • • • ••• • • Fastener S;. -sing for Anchor/Base Sheet Attachment: Field: A_" oc @ Lap, # Rows _3_@_8_" oc Perimeter: 6 " oc cr Lap, # Rows 4 Q1 6 " oc Comer 6 " oc @ Lap, # Rows �_ _12__" oc Number of Fasteners Per insulation Board: Field N/A Perimeter N/A CorneIN /A illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Parapet Height J Mean Roof Height I , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. Section1)4SfAep Sloped Roof Sysb,m) Roof System Manufacturer: Eagle Roofing Products LLC Notice of Acceptance Number: 06-0526.09 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 86.61 Roof Slope: 3 : 12 Step Sloped Roof System Description Deck Type: wood 1 X 6 Type Underlayment: (1) 301b. ASTM D-226 \ Insulation: N/A 1 Fire Barrier: N/A Ridge Ve/ntilation? 1 s\ Fastener Type & Spacing: [1 1/4" n R/S ails & 2 rbws NA . 1 00 000 • • • • • •• • • • • • • • \t Type & Size Drip 3 X 3 26ga. , • is) Edge: • 11 ss \ Adhesive Type: Peel & stick \\, Type Cap Sheet: rPolystick TU Mean Roof H 20 eight: ss„ Roof Covering: 'Malibu double roll the .. 00* .. • • • •• • SOO • •0• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••0 • ••• • •0• • • • • •00 • • • • • • • • • • • 010 • • • • • • • • • • • • • • •• •• • • • •• •• FLORIDA BIYIE.151NO CObE BOIL'billG • •• • • • ••• • •• • • • • • • • • • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculations) For Moment based tile systems. choose either Method I or 2. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' 0.F45.1 x x. 282 12.72 - Mg:6. 65 =Mr, 6.07 Product Approval Mf_8_6_• 61 (P78.6.282 22.17) - Mg:6. 65 =mi., 15.52 Product Approval Mf 86 _ 61 (PJ-116.2 , 282 32.77) - Mg:6.65 = Mr3 26.12 Product Approval Mt. 86.61 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table prod Below Mr required Moment Resistance* Mean Roof Height -, Roof Slope 4, 15' 20' 25' 30' 40' .1 44B 464 382 497 d 3:12 32.2 34 4 36.0 37.4 39.8 4 :12 30.4 32 2 33 8 35.1 37.3 5:12 28.4 301 31.6 32.8 34.9 6:12 26.4 28 0 29.4 30.5 32.4 7.12 244 a 1 28 0 `Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F. with the values for Fr. if the F" values are greater than or equal to the Fr values. for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x L (P,: x L 1P3 x L Xw:= x cos 0 =Fri x cos B = Fr, x cos B = F_a Product Approval F Product Approval F PrnAu.a Annrr,a.nl F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCF. 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval • Muuaedriognlrst Raising • • Ms Calculated • •• • • • • • •: : nitt=utt:Att�s!, ent • • • • • • RS;ist6nce+ • • F' product Approval Required Uplift Resistance Fr Calculated • • W&gltt • • • • W Product Approval :verag£�Tile • • • • •• • • • • • • • • Tie Dimensions, • • • L= length •W = width Product Approval All calculations must be submitted to the building official at the time of permit application. `Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F. with the values for Fr. if the F" values are greater than or equal to the Fr values. for each area of the roof. then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" x L (P,: x L 1P3 x L Xw:= x cos 0 =Fri x cos B = Fr, x cos B = F_a Product Approval F Product Approval F PrnAu.a Annrr,a.nl F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCF. 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr Product Approval • Muuaedriognlrst Raising • • Ms Calculated • •• • • • • • •: : nitt=utt:Att�s!, ent • • • • • • RS;ist6nce+ • • F' product Approval Required Uplift Resistance Fr Calculated • • W&gltt • • • • W Product Approval :verag£�Tile • • • • •• • • • • • • • • Tie Dimensions, • • • L= length •W = width Product Approval All calculations must be submitted to the building official at the time of permit application. xw:= )-W: 1 -W: xw:= ) -W: ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • FLORID; 4B. LDING C®DE++BtiILDT4G MIAMNDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Malibu Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The sire:mitt& doriumeitaiio'n wa. reviewed by Alex Ti era. • • • • f • •• • • • • ... .. • • ... •• •. ••. tm co • Cr0� ••• - • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • • ... • • ▪ •••• • • • • • • • • •• • • • • • • • • • •.• • ••• • NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing 07320 Roofing Tiles Concrete 1. SCOPE This approves a system using Burlingame Industries Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville. FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Sueciffications Malibu Concrete Tile 1 = 17" TAS 112 w= 121/i" 1/" thick Trim Pieces 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier Test Name/Report PRI06178 TAS 112 7161 -03 Appendix III 7161 -03 Appendix II P0402 94 -060B 94-084 P0631 -01 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing March, 1994 TAS 101(AdhesiveSet) • • • • ••• • . Static Uplift Testing • • • ' : x 194 • • • Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 TAS 101 (Mortar het) • • • •. ••. •. Wind Tunnel Testing July 1994 ... • • •• TAS 108 (Mortar Set,)* • ; • • • • • • • • • • •• NU�1 o.: V�0126 • • • �YU rv� • Lrfl1iratiod Da'e'10 /05%11 Approval Date: 10/05/06 • • •.• • •Page2of;•• • • • • • • • • • • • • • •• •• • • • • • • •• • ••• • • • • • • • • • • • • •• • .. • . . • ••• Test Agencv Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25 -7094-7 25- 7094 -4 Project No. 307025 Test #MDC -760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454-2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations W alker•),`n •g ems, hno • • • Calculations Wafker•#n •" . env • • Calculations • .•. • .•• • • • • ..•• • ti. - £ _7 • • • • ifr= . .• • • c!• • a • .•• • ..• • • • • • • • • • • • • • • • • . ••• • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • Test Name/Reuort Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Decic, New Construction) ❑ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind. Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 78044 & 5 25- 7848 -6 Aerodynamic Multiplier Restoring Moment Due to Gravity Date Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4:1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Wldth w (ft) Malibu Tile 9.5 1.417 1.04 .. • • • • • ... • • • • • • • • • .. • • • .. ... .. • • • • • • ... . • • • • • • • • • • • • • • . .. NOA No.:'521.09: • • • Ebcpiratidn DM& 10/05/11 Approval Date: 10/05/06 • • • • • • • Rage 4oZ7. • . • • • • • • • • • • ... • • • • • • • • • • • • • •• •. • • • •• •• • • • ..• • • • ••• Table 3: Restoring Moments due to Gravity - Ma (ft-ibf) Table 2: Aerodynamic Multipilers - X ft3) 3 ":12" Tile Profile 5 ":12" a, () A, (ft3) Batten Application Direct Deck Application Malibu Tile Malibu Tile Battens 0.305 0.282 .. • • • • • ... • • • • • • • • • .. • • • .. ... .. • • • • • • ... . • • • • • • • • • • • • • • . .. NOA No.:'521.09: • • • Ebcpiratidn DM& 10/05/11 Approval Date: 10/05/06 • • • • • • • Rage 4oZ7. • . • • • • • • • • • • ... • • • • • • • • • • • • • •• •. • • • •• •• • • • ..• • • • ••• Table 3: Restoring Moments due to Gravity - Ma (ft-ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 .. • • • • • ... • • • • • • • • • .. • • • .. ... .. • • • • • • ... . • • • • • • • • • • • • • • . .. NOA No.:'521.09: • • • Ebcpiratidn DM& 10/05/11 Approval Date: 10/05/06 • • • • • • • Rage 4oZ7. • . • • • • • • • • • • ... • • • • • • • • • • • • • •• •. • • • •• •• • • • ..• • • • ••• Table Tile Profile Tile Application 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Feld Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 Installation with a 4° tile headlap and fastemers are located a min. of 2�h° from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesivee 26.13 2 See manufactures component approval for installation requirements. 3 Flexdble Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyPron" 86.61" Polyfoam PolyProT"" 45.5° 4 Large paddy placement of 54grams of PolyProT"". 5. • Medium paddy placement of 24grams of PoIyProTm. ' • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • ^Sr ~Yi GPS ••• -. • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• ••• •. • • • • • • ▪ • • • • • • • • • • • • • • • • • • • .• • • •• • ••• • • • • • • • •• • NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". therE7-7° E. FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. • • • • • ... • • • • • • .. • • • .. ••• .. • • • • • • • • .•• • • • • • • • • • • NOApTo.: Q6455.09, • •Eapiratien Date: 10/0S/11 Approval Date: 10/05/06 • •••.• $age 6 47. • • .• • • • ..•. • • . ▪ . • ...• • • ••• • ••.... • • ••• • • • ••• Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application •Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". therE7-7° E. FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. • • • • • ... • • • • • • .. • • • .. ••• .. • • • • • • • • .•• • • • • • • • • • • NOApTo.: Q6455.09, • •Eapiratien Date: 10/0S/11 Approval Date: 10/05/06 • •••.• $age 6 47. • • .• • • • ..•. • • . ▪ . • ...• • • ••• • ••.... • • ••• • • • ••• PROFILE DRAWING NAIL HOLE • .. ... • • • • • •• • • • • • • • • •• •.• •• • • • .• • ..• • • • • • • • •• • • • • • • • • • • • •••• • • • • • • • • • • • •• • • • • • . •• • •• • • • 1 • • • • • • ••• • • • • • • • • • •• • • • •• • :i1': • • ••• • MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE 12W NOA No.: 06- 0526.09 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 7 of 7 ■ M IA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, LR/IRX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .NSI13i'1ON'A Qogy pf this entire NOA shall be provided to the user by the manufacturer or its �ds�trib�;to�s and sfiali be available for inspection at the job site at the request of the Building Official. •• ••• •• • • • •• This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu 6. T12e� iubmitttd flpfumennatio i was reviewed by Jorge L. Acebo. • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • .. • • • . • • • •.. • ... • • • • • • • • • • • .... ... • • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 100 mils thick Roll: 65'8" x 3'33/8" 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Product Descs ption ASTM D 1970 A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non - wicking fabric surfaced, self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituuninous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofing membrane, glass - fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet plategial fo‘use, an an• • • • • underlayment in sloped r4o$aLse mbli ®s. • Designed as a meta! roong :and Neff �! • • underlayment. . • • • Roll: TAS 103 and 65'8" x 3'33/8" ASTM D 1970 80 mils thick • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • ••• • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 : 4004 Hate: 04ia/aa • • • ••• • 06 • • • • • • • e � of •• •• • • • •• •• • • • ••• • • • ••• EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 PRI01111 PUSA-005 -02 -01 PUSA -018 -02 -01 PUSA -035 -02 -01 PUSA -033 -02 -01 JX20H7A Test Name/Renort TAS 103 ASTM D 1970 TAS 103 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 ASTM D 4798 ASTM G 155 Date 04/27/01 08/14/01 08/29/05 08/29/07 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 04/01/08 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current • •.1ro$uwt Cpntrp1J'Totj a of Acceptance. • • 4 14fitt4sto�4r ins shall be initially taped with a 6" piece of underlayment. The flashing • • • • Ape 4atee pressed ?n place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • ••• • ••• • • ••• • • ••• • • • • • •• •• • • • • • • • • • • • •• • • • • • • • • • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0. 0 a N 6 Roofing Tiles (6 Max. Par Stack 12 • • • • • ••• • • • • • • • • •• • • • •• ••• •• • • •t• • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • NOA • No.: 07- 1025.10 Expiration Date: 09/13/11 : WOOS • • • ••• rase:4og6 • • • • • • • • •• • • • •• •0 • • ••• • • • ••• GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area Para clavar" on the face of membrane, with the above stated nails and/or dicks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB . • • F1101411C CellieBet, Poyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified •. Msh$ (Igoe% /Ante -Idide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Bide •. • 41 I J Y Eit FI sting.Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. • 54, •: maximunaof 6 tiles pest stack are allowed when loading tile on the underlayments. Refer to the Pojyg�ass �ife L oad ing�GXlidelines. • • •. • • • .. . • • • • • • • • •.• • • • • .. • • • • • • • • • • •. • •• • • • • • •• •• ••• • • • • ••• • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7 "712" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is .recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warrant' on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITII LOCAL BUILDING CODES REGARDING LIMITATIONS OF • SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ••••••• • •. •. • . • . • • • • • • • • • • • • •• ••• •• • • • •• • •. • •. • • . . • • • .• • • • • • •. • • • • • • • • • • • • • •• • •• • • • • • • • • • ..• • ..• • • 4„lr.1,aG.72I.74. r., JYi1 t`PPROVFD� . . • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • •• •• ••• • • NOA No.: 07.1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 MIAM I•DA� EMI BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is dete mined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 No.01= 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. •• ••• • • • • • •• • • • • • •• • ., • • ••• • • • • • . • • • • • • •• ••• •• •. • • •• • •• • • • • • •• ••. ••• • • • • ••• • • • • • • • • • • • • •••• •• • • • • ••• • • • • ••• • • • • • ••• • • • • • • • •• • • • • • ••• • • • • •. • NOA No.: 06- 0201.02 Expiration Date: OS/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof toe adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimmudons Test • Specifications Polypro® AH160 N/A . TAS 101 Foampro® RTF1000 N/A ProPack®30 & 100 N/A Product Description Two component polyurethane foam adhesive Pig Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property, Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTIVI D 1623 ASTMD 2127 ASTM E 96 ASTM D 2126 Results 1.6 lbsft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. Pte 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.04 Volume Change @158°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% • Note: The physical properties listed above are presented as typical average values as determi nei,i. by accepted ASTM test methods and are subject to normal mannteackink Yaialbjmn., • • • .... • .. .•• •• • • ••• • ••• • • Nat, Nd: 06.020$.0$ Xpita$a4 Da't 85/2bilt • • tepprovld Mt& 04/13/06 Page 2 of 7 • •.• • • • • • • • • • • • • • • • • • • • ... . • . • •. • • • • •• • • • ••• • • • .. • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA • . TAS 101 12/16/96 25-7438-3 SSTD 11 -93 10/25/95 25- 7438 -4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories A.11-589-631 ASTM D 1623 02/01/94 Polymers. Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10 -1 520109 -1 TAS 101 12/28/98 520109-2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109-2-1 LIIVIITATIONS: 1. Fire classification is not part of this acceptance. Refer-to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shalt solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDISTICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ;F: . w • .. •••• t2 .. • ••• • .. • . • • • F- MS • .: • • • • • • .. .. • ••• • • • • • • ▪ • • .... .. • • • • ... • ••• • • • • ••• • • • • • • • • • • • ... • • • • .. • • • • .. • ••• • • • ••• • NOA No. 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roadie assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attac with the use of Polypro® AH160 shall provide sufficient attachment resistance, ex as an based system, to meet or exceed the uplift resistance d in compliance with Dad County Roofing Application Standards RAS 127. The adhesive the tile assembly NOA t data is in the roof 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Standard RAS Instruction a Maintenance Booklet, 0, and Polyfoam Products, Inc. Polypro® AH160 Operating 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by PoIyfoam Products, is Inc. Pol . � Products Inc. shall supply a list of approved applicators to the authority 5. Calibration of the Foampro® dispensing equipment is required before The mix ratio between the "A" t and the "B" component shall be on of any between 1. 1.15 (A): 1.0 (B). The timer shall be set to deliver 0.0175 to 0.15 pounds between 1.0. determined at calibration. No other settings shall be approved. Pis as 6. Polypro) AH160 shall be applied with Foantpro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed.. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein, Each generic tie profile requires the specific placement noted herein. Table 1; Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #1 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) #1 ' #2 17 /side on cap and 34/pan 24 N/A N/A #3 N/A 8 LABELING: All Polypro® AH160 containers shalt comply with the Standard Conditions listed herein. BUILDING•PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to propeftS+.e•tola; installation of this system. • • • .••. • •.. • • • .• • • • • .. •• • • .... ••• • ••,1�1OA PA;.: 46-1)2,81.02 a ation.D6te :'i§12o d1 • Approval at 1/13/05 • Page 4 of 7 •, a to z qj •••• • • • • •••• • • • • • •• • •• ••• • • • •• • • • • • •••• •• • • • • • • • • •••• • •• •• •• ••• • • • • • :..:: • '•- • • • •••• • • • • •• •• • • • • • •l.•� 4- • • • • • • rL7 • • • • ~.��M • • • •• •a O • • • • • • • • •• •• • • 1is • •.a •.... i •• •t • • z3'i • � a • • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY • ••••••• • •• •• • • • • • • • • • • • ensTD OF THIS ACCEPTANCE • • •• • .. • • •••••••••••• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 ft tv t tit BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) BUANE-DADE COUNTY, FLORIDA METRO -DADE FCAGLERBUILDING+ 140 WEST FLAGLER STREET, SUITE 1603 .muiva, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CertainTeed Corporation (PA) 1400 Union Meeting Read, P.O. Box 1100 Blue Bell, PA 19422 • 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 the BCCO and accepted by the Building Code and Product Review Committee 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 be low. The BCCO (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 purpose. Neils product or material fails to perform in the accepted manner, the manufacturer will incur the expense cinch testing and the AIlJ may immediately revoke, modify, or • suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by. BCCO that this product or material fails to meet the requiroments of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: -CertainTeed Conventional Built-lip-Roof Systems Over Wood Decks LABELING: Bach unit shall bear a permanent label with the manufact nets name or logo, city, state . and following statement "Miami Dada County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application Itas 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 ifthere has been a revision or change in the materials, use, and/or manufacture ofthe product orb. Manse 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 Alai -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. Il PL QNs l copy&this attire NOA shall be provided to the user by the manufacturer or its diabibutGrCiu3dviiiiitbq available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 03- 0827.05 and consists of pages 1 targugh 21. The€ubmitted docamentetionwas reviewed by Jorge L. Act. .. • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. NOA No.: 08- 0227.07 Expiration Date: 06/19/13 Approval Data 08/15(08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Catemorv: Sub•CateAorw Alehzith !Maim= Design Pressure Roofing Roofing FTherglass Wood -60 psf TRADE Nis OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLi 1 product All Weather/Empire Base Sheet • Flintglas. Mineral Surfaced Cap Sheet Flintglase Ply Sheet Type IV or VI Flex-I -Glas or Flex I-G1as FR Base Sheet • GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite. Mineral Sutiaced Cap Sheet 36 "x72 ;Roll weight 861bs. (2 squares) 36 "X36;Roll Weight: 78 lbs. sqltare) 36" x 180'; Roll weight 40/55 lbs. (5 squares) 36 "x108;Roll weight 90 lbs. (3 squares) 36" x 108; Roll weight 69 lbs. (3) 36" x 144', Roll weight 90 lbs. (4). 36 "x36; Roll weight 90 lbs. Teat Product kgrattftas ASTM D 2626 Asphalt coated, organic base sheet. UL Type 1S ASTM D 3909 ASTM D 2178 Type IVorVI UL type G1 ASTM D S147 ASTM D4601 UL Type G2• ASTM D 226 Asphalt impregnated and coated inorganic glass fiber surfaced. with . mineral granules used as the top ply in conventional built -up roof membranes. Fiberglass, impregnated ply sheet. SBS Modified, fiberglass reinforced base sheet. Asphalt coated, fiberglass base sheet. Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. •• • • • • • ••• •• • • • • • • • •• • • • • • •• ••• •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• NOitNV • •• J.01 Expiration Date 06/19/13 • APPlirallate:05/1 8 . • • • : :•:POge Zed 21 • • • • • • • • • • •• ••• • • • ••• • •• • • • ••• • • • ••• 6 66 6 s APPROVED INSDI.ATIONS: Product Name FlintBoard ISO PYROX ACFoam I1 ISO 95+ • High Density Wood Fiberboard Perlite Insulation . Dens Deck ENRGY-1, ENRGY 2, Plus, UltraGard Gold, PSI-25 • FibcrGlass Roof Insulation Pasco Board ISORoc Paine Cap Board Multi -Max, FA APPROVED FASTENERS: Fastener Product Number Name 1. #12 & #14 Dokfast Fastener 2. Dekfast Hex Plate 3. -Dekfast Iok plate 4. #12 & #14 Roofgrip ••• ... • •. • S.•: *Co a •• ••• ers• • •• • 6: MetaelPlate • •••� • • •••• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • . • • • • • ••• • •• •. •• •• • • •••• • • • a • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TABLE 2 Product Description Polyisocyanurate foam insulataion Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam, insulation Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation • • Glass fiber/Nfinerai fiber insulation Expanded mineral insulation Polyisocyanurate foam / rokwool composite insulation Rockwool insulation Polyisocyanuiate foam insulation. TABLE 3 Product Description Insulvn fastener Manufacturer (With Current NOA) CertainTeed Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. generic generic G-P Gypsum Corp. Johns Manville Johns Manville Johns Manville Johns Manville Partek, Inc. RMax, Inc. • Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. Galvalume AZ50 steel plate 2'/8 x 3'/" Polypropylene plate 3" x 3 A" Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. 3" round 3" square Construction Fasteners, Inc. Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. NOA No.: 08-0227.01 Expiration Data 06/19/13 Approval Date: 05/15/08 Page 3 of 21 • APPROVED FASTENERS: Fastener Product Number Name 7. • Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP 10. UltraFast Metal Plata 11. UltraFast Plastic Plate 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul Fjxx Fast 15. Insul-Fixx S Plate 16. Tru-Fast Fasteners 17. Tnz Fast MP-3 18. Tru-Fast Plates 19. Tru-Fast Plates EVIDENCE SUBNIITTED: Test Aaencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, Inc. TABLE 3 Product Description ns Polypropylene round plate 3.2" Insulation fastener for wood and steel. - Pr‘assembled Insulation -tuner and plate Galvalume AZ55 steal plate 3" square & 3" round Tfgh Density Polyolefm round plate & Insulation fastener Galvalume AZSO steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate 3" round Insulation fastener for wood and steel decks Galvalume AZ50 steel plate 3" round Galvalume AZ55 steel plate 3" round Polyethylene plastic plate 3" round Manufacturer (With Current NOA) I W Builder Corp. Johns Manville Johns Manville Johns Manville 3" round Johns Manville Olympic Mfg. Group, Inc. 3" round Olympic Mfg, -pup, Inc. SFS Stadler, Inc. Name Fastening Requircments FMRC 4470 • TAS 114 TAS 117 SFS Stadler, Inc. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. BMA FMRC 1996 LL #3Y8AI.AM 3513.08.02 3515.07.03 •• • • 01/01/96 03/23/96 08/15/02 07/22/03 • • • • • • •• • • • •• .•• •• • • ••• • ••• • • • • • • . • • • • . • • • • • • • • • •• • • • • • • • • • • • • •• • • •NOR ATI • : 27.y7 • • . Expiration Date: 06/19/13 .PPS : 1.D9 MINDS.. trot 21: • • • • • • • • • • .... • • • .. • .. . • • ... • • • • • ... Deck Type 1: Wood, Non-Insulated Deck Description: 1942" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitation apply. Base Sheet GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as - detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet Ply Sheet Two or more plies of Flintglas Ply Shy (Type IV) or Flintglas Premium Ply Sheet (Type VI) or 615 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbslsq. Cap Sheet (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a Rill mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb/sq. and 300 lb /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Bmuision at rate of 3 gal/sq. or Monoform compound; surfaced with 1 gal./sq. Sta_Kaol non -fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: - 52Sps£ (See General Limitation 67) •. .•• • • • • • .. • • • • .. ••• • • • • •• • •••••••• • .• .•. •• • • • .. • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •••• .•• ••• • • NOA No.: 084227.07 Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 WOOD DECK SYSTEM LimiTATIONS: • 1. ��P sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Directory for fire ratings ofthis product. �+� Roofing Materials 2 Insulation may be installed in multiple Iayer& The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full the ng papa ofthe top and at a rate of 20-40 Ibal� or mechanically using mol�reaPPr��t 3. All standard size shall be are acceptable mechanical atlachment, When applied in approved 4. An overlay and/or recovery oard insulation' foam insulations why the `bay sheet on all applications over closed cell shall be applied using spot mopping with approved � 12" diameter circles, the base sheet mopped 8" ribbons in three rows, one at each side lap and one down the center of � oc.; or strip continuous area of ventilation. Encircling g strips le. A 6" sheet allowing a every 12' in each ribbon to allow cross application of either shall f1 plat a minimums rate of 12 Ibslsg Notes Spot attached systems shall be 1 to a snail de i a pressure of-45 ps. maximum desk S. Fastener spacing for insulation attachment is based on a Minimum Characteristic 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the der valu as 6. field-tested, are below 275 Ib£ insulation attachment shall not be acceptable. e' spacing for mechanical attachment ofanchor/base a minimum der resistance value in conjunction with the or attachment is thin based on specific system. Should **listener resistance be less than that design value within a ,as f nal Engineer, A� signed and sealed to a Florida registered or revised fastener spacing shall utilize witltdra Roof Testing Said • Standards TAS 105 and in compliance with Roofing p Iica Lion g Application 7. Perimeter and corner areas shall comply with the enhanced Standard t 117. areas...Fa o• densities shall be. increased for both insulation ° pressure requirements. la these compliance with Rooms Application Standard RAS 117. Calulations base si as gned and is by & Florida this limitation is Professional End, Registered Arch or Registered Roof Consultant applicable. }' referred within this NOA, General i w not be 8. All attachment and sizing ofperimeter nailed metal probe, and/oi conform to Roofing Application Standard RAS 111 and find ioa don designs shall applicable wind laaci 9. The maximum designed prase limitation listed shall be applicable to all roof. field, perimeters, and camp). Neither rational analysis, nor extrapolation shall measure permitted zs ri.e. enhanced fastening at enhanced pressure zones (Le. �, corners nod for (When 'limitation is specifically mired within this NOA, General • d 4 ooi b4 END OF THIS ACCEPTANCE ••• • • • •• • • • • • • • • • • . • y. • • •�• • 1fr� e l�r _ • 0/1-0247.0% tloib> 06/15113 • Approval Data 05/15/08 • • .....421 @f. th th n. ly 7 E t- 6 r. 7 1 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGPU)� ENTRIA R6863 1005 BEAVER GRADE RD, OON TOWNSHIP SYSTEMS NIP PA HUE Class A Building units used in this are compossed of foam core covered on balk Lk P with a 26 ggaau,-V _ _ _ �� INTEGRITY R400, R� 150, designated . VISA PANEL VP1�5„ •• 8275 or 175 . Iaciae No limitation �' mom: Mechanically fastened to metal rafters. Cl 'B Bhailei es used in this system am composed of foam s ,covered on •witha26 mink= coetirl tokenized steel APANEL WLZ VP2.25, , VP4.00 or R400, /1210, R223, 175or123. L• Deck — • huline: No limitation Medusically fastened to metal rags. ClIETAINTEED CORP., RO ' 760 B SWEDNFORD RD Po BOX 860, Valli FORGE PA 1962 asphalt /Mineral Wool argotic felt a a� A, B t��• Type G1 Plintglas Ply Sheet or PBntglas Pam Ply Sheet are 'suitable akemates for 'bye alternate for Type 15 30 Base � Surface Cale Sheet is a alienate fax Type SO-Cep Sheets. Plea I-Glas, r„pandumapg I-Glas or Flex-I-Glas PR Base Meet is a suRelek alternate forthe base and the Type 15 All-Weather/Empire base sly. Jugas athertsise indicated, base sheets are nrolunicAny fastened orspot mopped in pry gick Diamond base sheet is limited to decks and eombus- Me decks requiring insulation. TaloWonpe- Y utilized In placeof one ply Type a an of the weaby1 /2in.covanband maybe u d y farb40:=" may be used in any of the following noncombustible d roof systems and, where indicated, in combustible f deck systems. APP" may be utilized i any of the fallowing systems that contain "Endes& Ultra Poly SMS" may be used in liar of "Poly SMS Base" in all m�� G2 base sheet�s+iincch des rat Vant 6B': 1 Board ism , MPl � Cold', ItibitBaand "per Ise PluelagaTe used ��G FELT SYSTEM. • ' . CassA L ' Dedc NC Incline 3 Base Sheet Type G2 Glasbase. Ply Sheet; Type G1 Plintglas or Type G2 Glasbase Surfacing Gravel or. slag. Incline 1/2 2. Deco 015/16" *All Joints blocked. • Base Shoot Two layers Type G2 "Giasbase" base shat or Type G-1 "Measles Ply Sheer. Sam Type G3 Incline ". S. g layers Type 15 All Weather/Empire. Base Sheet Two Surfacing •Gravel or slag. 4 Dada NC Incline 3 Insulation PolyIsocyanurate, mechardcaBy fastened or Base Sheet Ttvo to five plies Type 15 asphalt organic orTypeG2asphalt glass hot miniped. i�• • • •• • • Incline S' :Pb ate ilg. man., meehanirally fastened or hot Sppeet• •• • • • •• Base Shy Three ply Type 15 asphalt sattuated orgardc felt (perk- 'rated) hot mopped with hot roofing asphalt. lu Gravel. • • • • • : Dock r -15/32 • • • • • I orULClasaifiedvap� • • =ioa:'Ey�e • ••• ••. ••• ••• or of the i (Optioaalk One or more layers a as.• wood fiber. any following Polyisocyamaate, perhte, glass bet a $use sheet. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOF COVERING MATERIALS (TEIA) Roofing Systems (TGFU)– Continued Ply Sheets Two to three layers of Type G1 "Plintglas" ply sheet G-2 "Glasbase" base sheet. Surfacing Gravel or slag. 7. Della C-15/32 Incline 3 Vapor R (Opal): Type G2 "G ashase" or UL Classifc retarder hisulatian (Optionalk One or more layers or combinatior foicllowing Polyisocyanurate, penile, glass fiber or wood Mil Membrane Three or four layers of Type G1 "Flintglas" ply at Surfacing Gravel or s & Dada C-15/32 (Optional): Type G2 "Glasbase" or UL Classifu retarder. ksulation (Optional): One or more layers or combination BaeSheetP One�Type, G2 "Glasbase" base sheet. fiber Ply Shy Two layers Type G1 "Flintglas" ply sheet. Cap Sheet One layer Type G3 "Flintglas" cap sheet. 9. Deda NC incline 1/2 Insulation (Optional): One or more layers or combination following Johns Maavr7le "ENRGY 2", polyisocyanurate, peril Mier or wood fiber, any thickness. Base Sheet Two layers Type G2 "Glasbase" base sheet or • "Plintglas Ply Sheer". Surfacing Type G3 "Plintglas Admeral Surfaced ". 10. Dada�AG- 15/16" Incline: 1/2 blmsuta6ton (Optional): One or more layers polyisocyanurate, 2 wood fiber, 1 in. mat, partite, 3/4 in. min, glass Amy 15/16 as.. Base Sheer Two layers Type G2 "Glasbase" base sheet or ' "�Pl.in�t.g7l�a, s, .Plyy Sheet". ,, Type G3 "1 as Mineral Surfaced". ° 11. Deck C-15/32 Haskins 3 . Insulation (Optional)• Any thicloaess, one or more layers ar c Eons (optional of "Hy -Therm AP", "Hy-Therm TAPERED", "H comPosr1B ", "Celo-Therm" `HY -Teo (Energy- LOky ", wood fiber or glass fiber. mechanically fastened or hot moppet Base Sheet Type 15 asphalt organic felt, or "Glassbase Base • nailed or hot Ply Sheets tin+ee plies Type 15 perforated asphalt � allintglas ppType Vi Pn miura Ply Sheet", "Flintglas Type IV P13 hot �� Surfadag Gravel or slag. 12. Deck NC Incline: 2 Iasulakien ( Any thic>amss, one or more layers or c lions (optional of `Hy- ThesmAP", `Hy- Titers. TAPERED", "H .... ...�..., , "Ce10- Therm ", "HY -Tec (Energy- LOIQ ", wood glass fibet mechanfcaliy fastened or hot mopped. Base Sheet: Type G2 Glassbase Base Sheer, Type G1 "Plint3 VI Premium Ply Sheer" or "Flintglas IV Ply Sheer. Ply Sheet Min one ply' Type GS, Type Vi Piero Sheet" or "Flintglas Type IV Ply Sheet", hot mopped. Serfacing Type hot mopped. G3 cap sheet, "Eintglas lateral Surfaced Cal Class B •v 1. Deco C-15/32 Indium 1/2 Base Sheet Two layers Type 15 "All Weather/Empire". Surfacing Type 03 "Plintglas Mineral Surfaced ". 2. Deck C-15/32 Incline 3/4 Vapor Retarder (Optionalk Type G2 "Glasbase" or UL Class& retarder. . Insulation (Optional): One or amore layers or combination following Polyisocyanurate, petite, glass fiber or wood fiber Base Sheet One layer Type G2 "Glasbase" base sheet. Ply Sheets One layer Type G1 "Flintglas" ply sheet •Sheet One layer Type G3 cap sheet. . Insulation (Q= Isocyanurate, wood abet glass fiber, 2 • mechanically Base Sheet One or more plies Type G2, hot mopped or meet fastened. . Ply Sheet One or more plies Type Gl, "Ply IV" or "Ply mopped or LOOK FOR THE ULA 1ARK 014 PRODUCT 14.0 N.e ,✓ ,.rte •^- 41 tecaeA, �gOMIIdU MAY 2 7 1009 • • .. •• • •p•• •4 • • • • • ....•.... • • • •• • • XI, .: t. 4o pr Z ZS7 LL 3v rs & 7-1721 f r -w "males e P sr- Ic o ,.; c horesTj1l APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS St ,f _.. ; v2 3 0- W r 04S X5S =: 4157 kl';. • s • • • •••• • • •••• • E/ • • .. ... .. •.• •..•....... •••. • • ‘0h . • •• .•• . • • • • • • :. • •• • tisaam4 Orx rz rej •••• • • •.... l o-v-totiF Pitt- cr- 0. 061 K=im 1137 .1(.7 r Goal 4 ott- 114 -s rt e• Edward A. LARDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 3-4' 0000.. AJ 0000... Cis t,v -- Q, 75 • • • • • •••• • 0000 ••••• • ••• •• • •. 0 • •••• ....- ... • • . •• • •• • • • • •• ••• • •• •••• • • • • • • •••.. • • ••00...: • • • PP--C L6N --1 ato cAkr 4X 6 ca' cfr T • P...0 A_ AlJe.014•v4( to c 1P 644trit-ct. Pat-- SC w 135b f Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 C4ra - er " 5; 0 (?4') (,.7?).c (-5":0)(6,7s) 16, .97 (73.7` 175.7 x z • • . •• . • .••...a •••• • • .0.410 0000.• :•- 0000 •• •• • • • • 1 •• • 260 1 •••• • • ••• 0. :. ...• • • •. • • • •• • • • •.•... ,• .. ... 0000 • •• ••••• ••• • • • •• ••00' • ••.•• ... • •• ' •••• : 1.K d9r"o 76 -73, 7 •• • • • .. •. •••• • • C sz(-70)(7,-(9)41-)?-8 15-1 tze Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #38398 (305)823 -3938 31-14 I 0440°7 4-1-10110k • • •• • ••••• ............ •••■ • • •.•• • ••• •. • • • • • •• • • • ••. • • • • • • ...•• •• • �_ ... .. ,... •... • • • .. • •• • • •. • •..:.• • !. .. ... 1 ••• DE s-1 AJ (let d.2zS`tC 0.34f t Z. Gd+o -- 2 z.tr ssr.' -: t"s` 0 22 S" 0. a3c Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 .. • • ... • .... '‘obt.t1.1 45-z • • • • • • is • • • • • • • • • • ID • • • • • • • cl-fpv 3 (t :•. . • • 4.41. • • --t-uttat. is, 6 I:0 e:::: stad 1 • ,T to ou.A. -17 • • • • , • .44(44-0-7 /titoc,41- 5-fc) z-e.,10 X— 76.4. 94+ sy; Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 3 7 1 G 7 • • • .. • OW •O .•0 •• •• •••••.• • • :. • a • •. •••. •.•• ••• . • .., • .• • • •• • • • •. . . • •••• • •••• • • • ••••• ••••• . •.. •. •••• • • Edward A. LARDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 ••S• • • d .._ • • •••• - • • • •• • • ••• mr. • .. • VV • ••••• •• '• - '.•••• • . S• •! • • b•• • ... •....•... •• • • • • • ••••• ••• • .1 •• • • • • • 6 6cit 11-444,4c- Ala i/NeL w� � 4 7zs-�6� r.7."/, . .....::::.: )C7,ff 42-&12-A (�i Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 s l ., COL:01Am 0.50 L z.b? eatwA ,r'. •...,. ••• .• • ••..••_.... .;. • • .. • • • • ... • ..:.. • erlo d /`-vu Vie- 6:n7e it zcv • 3 3` S wi Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. NO338398 (305)823 -3938 • • 3 -4--69 I AZetki : 5 d. •i • ••• • • • •, • • • • • • • •••• .. •• i • - • • • • • • • • •• • • •••• n4- Ai\ 39 6.t)z' (K IM ZS 19 • • • • • •••••• • • -st''a id . ( fry, Lcvro A a/ 7: 1 4-.0 - 7'7 047L, 62't r'cle f3 3, 3 7,t. • r 103.3% Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 I0 l Kr,„--en •••• • • •- • • ••••• . �._ • ... • • • O. • • • • •••• • ••• • • • .• •• 't -.•• -. •••• • • • .• ....:.... .....................e 7 :......... Wi z. 3 7: . t sus S77-4-4- e 7 — z 44 leGeri - -�q0 4. /s`c 7.V V cif eis.t Lam" '7+5 C - 9 014'��1Y�Gl -W K ' I , 1 c 4740 -�'� ©C7 t/tr_- it • Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 eau kSt1.vJ.L. • • •• •:•••.. • • •.••• • • ••• •• ••••••• • ; • • • • • • 1 • 4 - - °X 4 X-U • •• •.• ••••; • •.. • • • •• • •••••• • • • •••••• •.•..... • • • • • • • : •• • • •• ••.•••• • • • • • • • ••••.. • ••.•z • • ••••.. • • • •••••• • • • . • ................ +c: 5 6 ......::... ... ..:....:....:..: 3o. Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 3-cf"-°7 I J "t z. cJ X :(4?C ISIS.. • • • • ..I. • Vl _• ••' • 4,.. .: • • • •••••• • ti.6.0 f 5 Vi'4 •.: 5... .. • : 4,4000.40 :. •...: .: lc . ie .3 • • • • • • •••••• .'Pct. 7--1/"A 5 r/t,e- el --- 2'..4- c 9"off. * Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 .............. 13 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 • • • • •• • • •••• • • •••• ••. • • •••.3/8/20@9•••• • • ... • • • •. • • •• • • • • • • •• Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.6..•..� Descrl 'tion: ADAMS RESIDENCE, 1098 NE 95TH STREET, MIAMI SHORES, FL - -. • • • •• tiser'inputData .. Structure Type Building 0.36 Basic Wind Speed (V) 146 mph Struc Category (1, 11, 111, or lV 11 -0.55 Exposure (B, C, or D) C -0.18 ruc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 20.50 ft Ridge Height (RHt) 24.75 ft Mean Roof Height (Ht) 22.62 ft Width Perp. To Wind Dir (B) 63.00 Width Paral. To Wind Dir (L) 93.00 ft ft Caicutated Parameters` Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No -Calculated Pararrr!ters• - ' Importance Factor 1 1 • • • • • Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 if Epsilon = 0.200 Zmin = ust actor.Categ # ; Rigid tructures :Simplified Method; Gust1 For rigid structures (Nat Fre. > 1 Hz) use 0.85 Zm lzm Gust Tactgr Factor Cate o it Rigid Structures - Complete Analysis Gust actor Zmin Cc * (33/z)"0.167 15.00 ft 16.50 ft 0.2245 Lzm Q Gust2 I *(zm /33) "Epsilon (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm Since this is flexible 435.28 ft $torilifi structure the lessor of Gust1 or Gust2 are used 0.8212 0.8316 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Partially Enclosed Buildings 1 0.55 -0.55 Aog = Tot Area of Openings in Bldg Envelope Vi = Unpartitioned intemal volue Ri = 0.5 *((1 +1 /(1 +(Vi /(22800 *Aog)) ^0.5)) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. - ft^2 - ftA3 0.0 0.83 .. • ••. • • • ... • • • • • • • Page No. 1 of 4 WINDO2 v2 -21 ••••}, • • ••••• 18 /20Q®•••• • • • to •• • • ••• • • • • • •• • • Detailed Wind Load Design (Method 2) per ASCE 7 -02 • •••• • 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights • • •• •• • • • •• • • • • • • • ••• • •• • • Elev ft Kz Kzt qz Iblft^2 P ressu re (Iblft^2) • • • • • 0.93 Windward Wall* _ Leeward Wall Tqtal , Sheat..111b•ment +GCpi -GCpi +GCpi -GCpi +i -Gcpf : (Kip} {Kip -ft) ■ 24.75 0.94 1.00 51.47 6.46 62.02 -44.78 10.78 51.24 6.88••• 7.32 22.62 0.93 1.00 50.51 5.82 61.38 -44.78 10.78 50.60 13.63 21.81 20.5 0.91 1.00 49.47 5.13 60.69 -44.78 - 10.78 49.91 15.21 36.66 20 0.90 1.00 49.21 4.96 60.52 -44.78 10.78 49.74 30.88 79.63 15 0.85 1.00 46.32 3.04 58.60 -44.78 10.78 47.82 76.06 958.86 Note: 11 Positive forces act toward the face and Nanativa fnrcpc act awav from the face B Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems Method 2) L L i'araable - Formula -, :Value ; . Units , _^ Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.93 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 50.51 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.93 Qhcc .00256*V ^2 *I *Khcc *Kht *Kd 50.51 psf 11iait ? r ssur >Cat ffi~ciehtso CO Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) D,8 Reduction Factor 1.00 Ions`for Wind'Normal to 63 ft Face I Runs may be req'd for other wind direr ions Leeward Walls (Wind Dir Normal to 63 ft wall) Leeward Walls (Wind Dir Normal to 93 ft wall) Side Walls -0.40 -0.50 -0.70 -44.78 -48.78 -57.18 10.78 6.78 -1.62 Roof - Wind Norman to Ridge (Theta > =10) - for Wind Normat to 63 ft face Windward - Min Cp Windward - Max Cp -0.54 -50.46 5.10 -0.04 -29.29 26.27 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • •• Page No. 2 of 4 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Leeward Normal to Ridge -0.46 -47.10 Overhang Top (Windward) -0.54 -22.68 Overhang Top (Leeward) -0.46 -19.32 Overhan• Bottom A licable on Windward onl 0.80 32.91 e All Theta - for Wind Narmai tip 9 3 Dist from Windward Edge: 0 ft to 45.24 ft - Max Cp -0.18 -35.34 Dist from Windward Edge: 0 ft to 11.31 ft - Min Cp -0.90 -65.58 Dist from Windward Edge: 11.31 ft to 22.62 ft - Min C -0.90 -65.58 Dist from Windward Edge: 22.62 ft to 45.24 ft - Min C -0.50 -48.78 Dist from Windward Edge: > 45.24 ft -0.30 -40.38 oof - Wir •••• • • •••••.3/8/2099•••• • • • •• • • ••• 0 • • • • •• • • • • • •• •• 0 • ••• 0 qq•8;4& 32.91 • • • • Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht/zg) "(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) "2 *ImpFac *Kh *Kht *Kd Angle of Roof 2 -10.02 -10.02 6.78 15.18 = 0.93 1.00 50.51 14.0 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) Max P psf) 1 0.48 0.55 -0.55 50.51 -3.64 51.92 2 -0.69 0.55 -0.55 50.51 -62.63 -7.07 3 -0.44 0.55 -0.55 50.51 -49.80 5.76 4 -0.37 0.55 -0.55 50.51 -46.67 8.89 5 -0.45 0.55 -0.55 50.51 -50.51 5.05 6 -0.45 0.55 -0.55 50.51 -50.51 5.05 1E 0.72 0.55 -0.55 50.51 8.79 64.35 2E -1.07 0.55 -0.55 50.51 -81.82 -26.26 3E -0.63 0.55 -0.55 50.51 -59.40 -3.84 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. •• • • • • • • •• ••• • •• •• • •••••• 0000 • 0 • • • •• • • • • • •••• Page No. 3 of 4 WINDO2 v2 -21 • •••• .. •Detailed Wind Load Design (Method 2) per ASCE 7 -02 '0.00' • '••' I� 4E -0.56 I 0.55 -0.55 1 50.51 -55.86 1 -0.30 ,I ••• • *p= qh *(GCpf -GCpi) 00'00' '•• • •• • Figure 6 -11 - External Pressure Coefficients, GCp '�" • • • •••• • • • • • •• • • O• • • • • • • • • •• • • 0000 '••••318120Q9•••• • • ••• • • • • •• • • • • • Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= a Hipped Roof 7 < Theta < =27 a 6.3 =_> I Double Click on any dafa entry line to re 6.30 ft Component width (ft) Span (ft) Area (ft"2) Zone GCp Nind Press (Ib /ft "2' Max Min Max Min 0.00 0.00 — RUSSES 2 10 33.33 1 0.40 -0.85 47.75 -70.59 — RUSSES 2 10 33.33 2 0.40 -1.44 47.75 - 100.44 TRUSSES 2 10 33.33 3 0.40 -1.44 47.75 - 100.44 0.00 0.00 0.00 0.00 0.00 Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Page No. 4 of 4 ADAMS RESIDENCE HVAC Load Calculations for ADAMS RESIDENCE 1098 N.E. 95TH STREET MIAMI SHORES, FLORIDA > .:,: >: t .sInR " AL Y > _..v inOrkme, HVAC LOADS PERMIT #: F000,-lyiP Miami Shores Village APPROVED , BY DATE ZONING DEPT BLDG DEPT , SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS F:3 6 6 F BY: •• ••• • • • • • •• • Prbpare,I.y, • • • • • • • • Johamn %Rey3 -C vJla? , • ; ; • • • Reyes- Gavilan Consultin • En • ineers, Inc. 6 ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• Project Report Ott iiiiiiiiiiiiiiiiiiiiiiiiii Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Client Fax: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: C: \Documents and Settings\Alex\My Documents \CAD \REYES - GAVILAN\ADAMS RES \WORK\ADAMS RESIN ADAMS RESIDENCE Johamnes Reyes - Gavilan JULY 31, 2008 ADAMS RESIDENCE 1098 N.E. 95TH STREET MIAMI SHORES, FLORIDA Reyes - Gavilan Consulting Engineers, Inc. Johamnes Reyes- Gavilan 16252 N.W. 79th Avenue Miami, FL 33016 305 -828 -5205 Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Miami, Florida Low 45 Degrees 7 Feet 1.000 1.000 1.000 1.000 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Re1.Hum, Dry Bulb Difference 40 0 0 70 0 92 78 50 75 58 iii .'f3PF1iSx'• % ? Total Building Supply CFM: Square Feet of Room Area: 4,289 5,319 CFM Per Square Foot: Square Feet Per Ton: 0.806 493.323 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 67,167 Btuh 95,831 Btuh 33,553 Btuh 129,384 Btuh 67.167 MBH 74 % 26 % 10.782 Tons (Based On Sensible + Latent) 11.628 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• System 4 AHU -4 Summary Loads 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16G Ceiling R -30 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 4 AHU-4 Load Totals: 113 3,917 1,010 4,363 805 797 805 3,037 0 9,130 9,130 0 2,516 2,516 0 1,196 1,196 0 0 0 12,114 0 12,842 12,842 16 3,280 3,920 7,200 3,000 1,700 4,700 100 341 341 0 0 0 0 660 785 373 1,158 660 785 374 1,159 19,550 X 1.00 13,434 7,850 19,550 27,400 tom::::'. - ........................ ....................----- ........................... Supply CFM: Square Feet of Room Area: 872 CFM Per Square Foot: 805 Square Feet Per Ton: 1.083 352.552 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 13,434 Btuh 19,550 Btuh 7,850 Btuh 27,400 Btuh ............................. ............................... 13.434 MBH 71 % 29 % 2.283 Tons (Based On Sensible + Latent) 2.617 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. .. ••• • • • • • •• • • • • • • • • .• ••• •• • • • •• •• • • • ••• • • •• • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • System 1 AHU -1 Summary Loads 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 22A Slab on Grade No Edge Insulation 209 872 1,359 7,242 3,768 2,941 0 11,420 0 2,173 0 0 11,420 2,173 0 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 1 AHU -1 Load Totals: 13,951 0 13,593 13,593 26 5,330 6,370 11,700 1,000 4,500 5,500 250 853 853 0 0 0 0 659 786 374 1,160 660 785 374 1,159 26,063 X 1.00 15,270 7,901 26,063 33,965 Supply CFM: Square Feet of Room Area: 1,168 1,359 CFM Per Square Foot: Square Feet Per Ton: 0.859 480.146 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air. 15,270 Btuh 26,063 Btuh 7,901 Btuh 33,965 Btuh 15.270 MBH 77 % 23 % 2.830 Tons (Based On Sensible + Latent) 2.896 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent Toads. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • •• •• ••• • • ••• • • System 2 AHU -2 Summary Loads 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16D Ceiling R -19 Insulation 22A Slab on Grade No Edge Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 2 AHU -2 Load Totals: 140 4,852 1,166 5,037 897 1,425 1,443 3,573 0 9,635 9,635 0 2,904 2,904 0 2,140 2,140 0 0 0 14,887 0 14,679 14,679 18 3,690 4,410 8,100 4,600 3,900 8,500 300 1,023 1,023 0 0 0 0 661 785 373 1,158 660 785 374 1,159 24,759 X 1.00 16,208 9,860 24,759 34,619 Supply CFM: Square Feet of Room Area: 1,109 1,443 CFM Per Square Foot: Square Feet Per Ton: 0.768 500.185 • Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 16,208 Btuh 24,759 Btuh 9,860 Btuh 34,619 Btuh 16.208 MBH 72 % 28 % 2.885 Tons (Based On Sensible + Latent) 3.287 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. AD computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. ....... • .. .. • • • • • • • . .. ... .. • • • .. • • • • • • .. .... ... .. .. • ... • • • • • . • • • • • • .... • • • .. • ... • • • ... • • • • • • • • • • .... • • • • • • • • • • • • • ..... • • • • • ••• • • ... • • System 3 AHU -3 Summary Loads 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16D Ceiling R -19 Insulation 19F Floor Over Basement/Encl Crawl Carpet No Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 3 AHU -3 Load Totals: 158 1,653 1,712 202 5,476 7,140 2,722 5,598 0 8,487 8,487 0 4,118 4,118 0 4,083 4,083 0 0 0 20,936 0 16,688 16,688 14 2,870 3,430 6,300 3,500 3,400 6,900 350 1,194 1,194 0 0 0 0 660 786 373 1,159 660 785 374 1,159 25,458 X 1.00 22,256 7,941 25,458 33,400 Supply CFM: Square Feet of Room Area: 1,140 1,712 CFM Per Square Foot: Square Feet Per Ton: 0.666 615.095 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 22,256 Btuh 25,458 Btuh 7,941 Btuh 33,400 Btuh 22.256 MBH 76 % 24 % 2.783 Tons (Based On Sensible + Latent) 2.829 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. •• ••• • • • • • .• • • • • • • • •• ••. •• • • • •• •. • • • ••• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • tf• 1 APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-04R Residential Limited Applications Prescriptive Method C Small Additions, Renovations & Building Systems SOUTH 789 Compliance with Methad C of Sub-Chapter6 of the Rodda Energy Efficiency Code may be demonstrated by the use of Form 6000- 04fenadditions of 600 square feet or less, site- Installed components of manufactured hones, and renovations to single- and muf((pte -temly residences. Alternative methods are provided for additions by use of Form 6008-04 or 600A-04. PROJECT NAME: AND ADDRESS: eft70,6 if) BUILDER: e� I®Jg we ! �t� PERMRITINC A-( �/ 544 CLIMATE g �/ R /'/,$1a ® F OFFICE: Vi / ! q1 qe ZONE: 7 8 9 D OWNER: � � ' . , 44�.,' PERMIT NO.a 1 j JURISDICTION NO.: refs, .'a SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescrlptive requirements ht Tables 6C-1, 6C-2, and 6C-3 MAY only to the components of the addition, not to the exdsing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment Is installed soy to serve the addition or Is being Installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential bufidbrgs undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements In lbbles 6C -1 and 6C-2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - Installed components and features are covered by thia form. BUILDING SYSTEMS Comply when complete new system Is hnstalled. 1. Renovation, Addition, New System or Manufactured Home 2. Single- family detached or Multiple - family attached 3. If Multiple - family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units` (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system` (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Beddow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed" (Yes/No) 14. Hot water system: (T . -•:: , . tu gas, other, existing, none) Perta'' to with site - installed components. by the calculation are In compliance with ttfiVHorida I ": ode. 7] PREPARED + DATE 2 U I hereby • n u atthia bU ,! �� 1 "odda Energy Cede: O DATE C ,. a . {. a �i / Please Print . bd /7-24041 2. N� 3. 4. Si le Pane Double Pane 6a 7• ( sq. ft. - sq. ft. 6b. sq. ft. ® sq. ft. • / % /� 8a R = % j Vin. ft. 8b. R = ■-•-• ■ sq. ft. 8c. R = -- - sq.ft 8d. R = - sq. tit 8e. R = °- .... seq. ft- 9a-1 R = S g®! sq. ft. 9a-2 R = - sq.fL 9b-1 R = 9b-2 R = - 9c. sq.ft. ft. 10a. R =20 // 6 sq. ft. 10b. R = - seq. f . 11. Type: e'r- SEER/EE 12. Type: HSPF/COP /AFUE: 13a. 13b. Type: • EF: .l T/ ,/ v 146 • • •- • • • •• • r • •• • • • r • •• ••• •• • ••• • • • • •• •• Review of plans and specifications covered by this ce•kulationindicate.9cempliaece etith the f�ortda Energy Code. Before construction is completed,Mes bufdte will be inspected for compliance in• accordance with Section 553.948, F.S. • • • • • • • • • • • • • • • • • • • • • • •• • • BUILDING OFFICIAL: DATE: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPENDIX 13-D Climate Zones 7, 8, 9 TABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDIRONS (6110 Sq. FL and Less), RENOVATIONS TO EIBSTNG BUIDLINGS AND SITE - INSTALLED COMPONENTS OF MANUFACTURED HONES I COMPONENT MINIMUM INSULATION INSULATION jeeSTALLED WALLS Concrete Black Frame, 2' x 4' Frame, 2'x6' Common, Frame Common, Masonry R-5 R-11 R-19 R-11 R-3 SEER =/6 .r/ - •" �-- CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R-30 R-19 R-13 R-10 R-11 g' 3 (/ Double Single - Electric Resistance r 2 "- Slab-on-grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R-5 R-11 HSPF = 7.7' HSPF = ic - Single Pkg. qin unconditioned space a In conditioned space R-6 No minimum /4- 0 0 x Room unit or PTHP TABLE 6C-2:• PRESORIPi1VE REQUIREMENTS FOR GLASS AREAS IN AODRIONS ONLY EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY UPTO20% Central NC - SPIN SEER = 13.0* SEER =/6 .r/ o - Single Pkg. Room unit or PTAC SEER =13.0' EER = 8.5• SEER = EER = **°- U Single Double Single Double Electric Resistance ANY OH -SHGC 0 Heat pump - Split HSPF = 7.7' HSPF = ic - Single Pkg. HSPF = 7.7• HSPF = - HSPF /COP = 0 x Room unit or PTHP COP = 2.7• 2' -.78 1' -.61 0' -.44 W Gas; natural or propane AFUE = AFUE = I co Fuel Ott .78 AFUE _ .78 AFUE _ Shower Heads HOT WATER Electric Resistants EF = .92 EF = Gass; natural or LP EF =.59 EF= 47E1 Fuel OU EF = .54 EF = • See Table 13- 807.1.ABC.32 and 13- 608.1ABC.32 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coeffldent. Maximum % = _ Installed % = GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED SECTION UPTO20% UPTO30% UPTO40% UPTO50% To be caulked, gasketed, weather- sbippad or othemdse sealed. Max. 0.3 cbo/sq.it. window area .5 dnNsq.ft. door area. Single Double Single Double Single Double Single Double Type IC rated with no penetrations (two ahematives allowed). • OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH-SHGC OH -SHGC 0'- .75 0' -.78 2' -.87 1'- .75 0' -.57 1' -.78 0'- .61 3' -.87 2'- .75 1' -.57 0' -.39 2' -.78 1' -.61 0' -.44 4' -.87 3'- .75 2' -.57 1' -.39 0' -.30 3' -.78 2'- .61 1'- .44 0' -.35 Get certitted SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .68, and single tint SHGC = .64 TABLE 8C3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHEC Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- sbippad or othemdse sealed. Max. 0.3 cbo/sq.it. window area .5 dnNsq.ft. door area. Exterior Windows & Doss 606.1 Sole & Top Plates 606.1 Sole plates and penetrations through top piles of exterior walls must be sealed. Recessed Lighting 608.1 Type IC rated with no penetrations (two ahematives allowed). • te/ Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. 4 Exhaust Fans 608.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.32. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or butt -n heat trap required for vertical pipe risers. y /► //4 V/ Alit Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation a required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical eqtdpment and plenum chambers shag be mechanically attached, sealed, Insulated and installed n accordance with the criteria of Section 610.1. Ducts in attics must be hsulated to a minhnum of R-8. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. It It GENERAL DIRECTIONS: • • ••• • • • • • • • 1. On Table 6C-1 Indicate the R -value of the insulation being added to each component and the efficiency Weis of the equipment installed. Alt R- values and ei ncies installed m� h ere eedM ' • minimum values listed. Components and equipment neither bang added nor renovated may be left blink •• • • 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area n the addition as follows. Total the areas of ell glass windows, stiffing glass goers amtg essiao�n&s• riout&%t • • area of all nomlerhal roof glass and Bid N to the previous totaL When glass in existing exterior walls Is being removed or enclosed by the addition, an amoun tegual tof1eeotal amanet thleglass.rsyls • • subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the pece t Find the largest glass penenlage under which your calculated and overhang, the minimumnsolar Table � gain m lent ailo I�specHiedd.. Actual �g� w1nndodouble d doors previously n the overhang exterior Ovals of the house and gain being reinstalled nGt a addition do glass ot have to comply with the overhang and solar heat gain coefficient requirements on Table 60-2. Alt new glass In the addition must meet the requirement for one tithe opting; In the glass petcenhge rategoqi • • • you Indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the ovelliang. • • • • • • • • • 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. My glass type and solar heat gain coefficient may i e used for glass wh�h busier �Aat a foIt ovwrhayg• • • and whose lowest edge dos not extend further t an 8 feet from the overhang. G� areas hang renovated that do not meet this criteria must be either �glte_pamit double -papa or • • • • double-pane tinted. • • • • • • • 4. BUILDING SYSTEMS. Comply when new system is installed for system Installed. 5. Complete the IMormaton requested onto top halt of page 1. 6 Read 'Minimum Requirements for Snag Additions and Renovations,' Table 64-3, and check all applicable items. 7. Read, sign and date the'0wnar /Agent certification statement on page 1. ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600C-04R Residential Limited Applications Prescriptive Method C Small Additions, Renovations & Building Systems SOUTH 789 Compliance with Method C of Sub- Chapter 6 of the Florida Energy Eta Code may be demonstrated byte use of Form 0-04 for additions of 600 square feet or less, site -I site-Installed components of manufactured homes, and mnovatlonsto single -and m le- tamtly residences. Alternative metbode are proved torsd�ons by sa otForm 6 1R 04 orb PROJECT NAME env b�/� /n - BUILDER: AND ADDRESS: /� f✓ I. � �T� PERMiiTING - / • ' CLIMATE OWNER: ��", Mr"a��[llf / �, OFFICE PERMIT NO.:l. ! ' ZONE: 7 ❑ 8 �� 9 ❑ .■I JURISDICTION NO.: uNuntf r SMALLADDfRONSTO EXISTING RESIDENCES (600 square feet or less of condfbned area). Prsalptve requirements In Mies 6C-1, 6C-2, and 6Cr3 ROY onlYMthe compommts otthoeddiflon, not to the n Wing. Space fig, cooUng, and water heating equipment efficiency levels mgt be met only when equipment Is in specifically to seam the addition orb being (restated b conlmaOton wfth the addition construction. Components sepetadng unamditioned spaces from conditioned spaces must meet the prescribed minimum bwulatlon mss. RENOIATiONS (Residential buildings undergoing renovations acing more than 30% of the assessed value of the buI a..;,), Prescriptive requhe b 'tables 60 -1 and 6C-2 apply only to the components and equipment bet g renovated or rOMM:ed. MANUFACTURED HONKS AND BUILDINGS. Only site- bssdafed components and features are covered by this form. BUILDING SYSTEMS Comply whet canpse new system Is installed. 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple - famlly attached 3. If Multiple- famlly -No. of units covered by this submission 4. Conditioned floor area (sq. ft) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. AIr distribution system* a. Bac slow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* (Yes/No) 14. Hot (Types: elect., naturtol.rs, other, existing, none) * ' ertains to man red homey site- installed components. Please Print bb /7744/ Side Pane Double Pane 6a. ,P7* (' sq. ft. "' sq. n 6b. sq. ft. sq. ft. 7. O % 8a R = 0 q if lin. ft. 8b. R = 1-- - sq. ft. 8c. R= sq. f. 8d. R = - • sq.ft 8e. R = ...-- sq. ft. 9a-1 R = gQ✓ 9a-2 R = ` • sq.ft. 9b-1 R = ° sq.ft. 9b-2 R = --- sq. fL 9c. 10a. R i 6 sq. fL 10b. R = - s /q. fL 11. Type: ear- - / SEER/EE 12. Type: HSPF/COP /AFUE: 13a. 13b. °� 14. Type: 2/ Q • • e �4Z•• • • EF: W f ' • •• • • +N• • 'Al. . • 0 • • • • •. • • • •► the cal elation are b compliance with Review of pons and specifications covered by this ctltarbdo in a Ronda • /2 II Energy Code. Before costructlon b complete, this�bQq� pug rl0 � r nib • t �, t/ accordance with Section 553.908, F.S DATE • 1111• 1111• 1111• 1111 oryrlda Energy Code: BUILDDIG OFFICIAL: DATE DATE • • • • • • • • • • • • • • • • • • 1160 • 6 • • • • • • • • • • • • •• 60 • • • •• •• ••• • • • 41•11 • • APPENDIX 13-D Climate Zones 7, 8, 9 'ABLE 6C-1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (8 SII. FL am! Less). RENOVATIONS TO EJOSTRE BUIDLINGS AND BITE-INSTALLED COMPONENTS OF MMIUFACiUHm HOMES COQ MINIMUM INSULATION INSULATION (INSTALLED EWALL Concrete Block Frame, 2' x 4' Frame, 2'x8' Common, Frame Common, Masonry R-5 R-11 R-19 R-11 R-3 -�'� _/z�J - ^ - p 7 ID o Under Ate Single Assembly: Enclosed Frame Metal Pans Single nF e. R-30 R-19 R-13 R-10 R-11 4.43b1 HSPF/COP = --- AFUE = AFUE _ OH-SHGC ..--- 0 Raised Wood Raised Concrete Common, Frame nimum No N R-11 R-5 R-11 0 EF _ OH-SHGC -- qIn cm conditioned space o In conditioned space R-6 No minimum /. //�� O I'•�. 1' -.78 0' -.61 3'-.87 2 -.75 1' -.57 0' -.39 TABLE 6C-2: PRES R4PUVE REWII 1EMEHTS FOR GLASS AREAS IN ADDInON3 ONLY EQUIPMENT MIIS MUM EFFICIENCY INSTALLED EFFICIENCY UP TO 20% Central A/C - Spat - Sbrgle Pkg. Room silt or PTAC SEER =13.0' SEER =13.0' EER =8.5' SEER= / -40 SEER = EER = °-- Single SPACE HEATING Electric Resistance Heat pump - Spilt - Single Pkg. Room unit or PTHP Gas: natural or propane Fuel On ANY HSPF = 7.7• HSPF = 7.7• COP = 2.7* AFUE _ .78 AFtJE _ .78 HSPF = i / HSPF = HSPF/COP = --- AFUE = AFUE _ OH-SHGC E.0 = 3 Electrtc Resistance F�OO EF =.92 EEF F= s54 EF= rjT l EF _ OH-SHGC • See Table 13- 607.1ABC.3.2 and 13- 608.1.ABC.32 Maximum percentage .I -- to floor area allowed Is selected by . °, overhang ,-. ,! ■ and solar heat r, ■ oodNdem. Maxbnum %_ _ Installed %_ _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Slagle Double ■ Slagle Double Shu9le Double OH-SHGC OH -SHGC OH-SHGC OH -SHGC Olt, SHGC OH -SHGC OH-SHGC OH-SHGC 0' -.75 0' -.78 2 -.87 1' -.75 0' -.57 1' -.78 0' -.61 3'-.87 2 -.75 1' -.57 0' -.39 2'- .78 1' -.61 6' -.44 4' -.87 3' -.75 2' -.57 1' -39 0' -.30 3'-.78 2' -.81 1' -.44 0' -.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC =.75, double dear SHGC =.68, and sl gle 188 SHGC =.64 TABLE 6C-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS Exterior Joints & Crams Exterior Windows & Doors Sole & Top Plates Recessed Lighting Multistory Hoses Exhaust Fans SECTION 60&1 6061 606.1 596.1 598.1 606.1 REQUIREMENTS To be caulked, assisted, weather- stripped or otherwise sealed. Max. 0.3 kdrn/sq.ft. window area .5 ctmfsq ft. door area. Sole plates and penetrations through top plates of exterior walls must be sealed. Type IC rated with no penetrations (two altematives allowed). Air barrier on perimeter of floor catchy between floors. Exhaust fans vented to unconditioned space shall have dampers, except for combusiion devices with integral exhaust ductwork Y7 Combustion Heath 608.1 Water Heaters 612.1 SwiminIng Pools & Spas 612.1 Hot Water Pipes Shower Heads HVAC Duct Cordon, Insulation & IrsteRation 612.1 612.1 610.1 HVAC Controls 607.1 Combustion space and water heating systems must be provided with outside combustion alr, except for direct vent appliances. Comply with e0iclency requtrements in Table 612.1ABC32. Switch or dearly marked dradt breaker electric or cutoff (gas) must be provided Extomal or built -In heat bap required for vertical pipe risers. Spas & heated pools must have covers (except solar treated. Noncommercial pools must have a pump thner Gas spa & pod heaters must have minimum thermal elfldency of 78%. Insulation is required for hat water droulaiing systems (Including heat recovery units). Water Bar must be resifted to no more than 2.5 gallons per minute at 80 pstg. AO ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and bretaOed In accordance with the criteria of Section 610.1. Ducts In attics must be Insulated to a minimum of R-6. Separate read* accessible manual or automatic thermostat for each system. 1/ Ai/4 Ndt It It GENERAL DIRECTIONS: • • ••• • • • • • • • 1. On Table 6C-1 indicate the R-value of the huwlaflon being added to each component and the efficiency levels of the equipment tisfallad. AO R- values and effideigles hn °Cantedgpi mhnhsum vales Odad. Comments and equipment neither beibng added nor renovated maybe Ie t blank. • • • • • • • ••• • 2. ADDRiONS ONLY. Determine the page of new glass to conditioned floor area to tint addition as follows. Valle) e)areas of anglass windows, sliding glass logtemigleft dQarAllitdeol area of all aomeutlal roof glass and add it to the pratrioustotaL When glass in relating exterlsorwills Is being removed or enclosed by the awn, an amount e ltotl� l arelroTti mf r b� • • • subtracted from the total glass area. Divide the adjusted glass areatotal by the c cndltloned floor area of the addttlon. Multiply by 100 to get the patent. Find the largest gglass percentage which your calculated percentage fans on Table 6C-2 are given by the type of glass (single or double pane) and the overhang (011) paired with asolar heat gain coeflident (5HGC). Fora given glass type and overhang, Are minimum solar heat gain coeffickint allowed Is spedOed. Actual glass windows and doors previously In the erdartor wags of the house and being relnstallod In the addltlon do not have to comply with the overhang and solar heat gala coe0icient requirements on Table 60-2. AO new glass In the addition must mestthe requhementfor one o4tO9 Sptiojiithe giese oe A gateway • • you indk:Med. The overhang (01.) distance is measured perpendicularly from the fare of the glass to a point directly undathe outermost edge of the ere • • • • • • • 3. RENOVATIONS ONLY. Replacement glass needs to meet the fonowhrg requirements. Any glass type and solar hat gain coe fldent may be used for glass areas vllrkiraredndar at leMava 2laotavmfa� • and whose lowest edge does not a further than 8 feet from the overhang. Gds areas being renovated that do not meet thls criteria must be either sbi1!e NE nett double el* • double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is Installed for system Installed. 5. Complete the Infnniatiun requested on the top half of page 1. 6 Rad'MWmum Requirements for Snarl Additions and Renovations; Tilde 6C-3, and check an applicable items. 7. Read, sign and date the'Owner /Agent certification statement on page 1. • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • S att 714-1. 1-,r4 Lam. 6 —( a r3: ........_... SZj27c. 'b1 d tee, z tr. Edward A. LANDERS, P.E. P.E. #038 E (305)823 -3938 CONSULTING ENGIN 36 (AA 3. x 6, z kA 3 C 7riy. tolii.„t,j jAci C. 440 4 x 314- : fir, 4--,(4-0D4 (6-tc) > • • • • • •• ••• •• • • • •• Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 •• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • ••• • ••• • • • •••• • :t . • —z9-7114. • • • ••• • • •1* a • •• • ••• • • • •• ••A • ••• • •/ 024 Gil /}— aM�iz,b. a' Z tom 49 . .....• ••••• •• ••• •• • • • •• • • • ••• ••• • •• • • • •• Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 •• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • •••• ••• •••. • • •• • • • Cam: . .•••.•• • • • • • • • •. • ••• • • • • • • • • • • • • • • • • I --S. 5' . • .•.. . 5 z a? es ( r opts) b 1)b DAL- 114 1 ,�.....:._ vvi3- S gr.4s E'ul ..• • • • •• • ••• • • • • ••• • • • - ••• • • • . • • • Edward A LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 •• • • • • • •• • • • • • • • • • • • • • • • • • -• • • • • • • • • •• • • • • • • • • • • • • -2. I•• • • ••• • ••• • • • • • • • • • • • • • • • ••• • ••• • • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Descri ' tion: ADAMS RESIDENCE, 1098 NE 95TH STREET, MIAMI SHORES, FL Structure Type User Input to Basic Wind Speed (V) Building 146 Struc Category (1, 11, III, or IV II mph Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) ype of Roof 14.0 Deg Hipped Kd (Directonality Factor) 1 Eave Height (Eht) 20.50 ft Ridge Height (RHt) 24.75 ft Mean Roof Height (Ht) 22.62 ft idth Perp. To Wind Dir (B) 63.00 ft Width Paral. To Wind Dir (L) 93.00 ft ataglate+ P00:00. cs Type of Structure Height/Least Horizontal Dim 0.36 Flexible Structure No °Calculate atrametters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft t Factor Category 1` l lgid Structures - Mai ed fi ethos Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 l igid trurctc res - Cbm to Analysis .: Zm Zmin 16.50 ft lzm Cc * (33/z) ^0.167 0.2245 Lam I *(zm /33) ^Epsilon 435.28 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.8212 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm 0.8316 Since this is not a flexible stnicture the lessor of Gust1 or Gust2 are used 0.83 Fiq 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/25/2009 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • ••• • • ••• • • • • • ••• • • • • • • • •RAgeih1of5• 1/25/2009 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib /ft^2 Pressure (Ib/ft^2) ft Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCp1 -GCp1 + /-Gcpi (Kip) (Kip -ft) 24.75 0.94 1.00 51.47 25.15 43.33 -26.09 -7.91 51.24 6.88 7.32 22.62 0.93 1.00 50.51 24.51 42.69 -26.09 -7.91 50.60 13.63 21.81 20.5 0.91 1.00 49.47 23.82 42.00 -26.09 -7.91 49.91 15.21 36.66 20 0.90 1.00 49.21 23.65 41.83 -26.09 -7.91 49.74 30.88 79.63 15 0.85 1.00 46.32 21.73 39.91 -26.09 -7.91 47.82 76.06 958.86 Note: 1) Positive forces act toward the face and Negative forces act away from the face. B Figure 6.5.12.2.4 Parapets Type of Parapet Open Cp Top Elevation of Parapet 28.00 ft Parapet - Windward Pressure 95.09 lb/ft ^2 Parapet- Leeward Pressure -58.11 lb/ft ^2 Figure 6 -6 - External Pressure Coefficients. Cp Loads on Main Wind -Force Resisting Systems Method 2) L L Kh Kht Qh Khcc Qhcc 2.01 *(Ht/zg) "(2/Aipha) Topographic factor (Fig 6-4) .00256 *(V) "2 *I *Kh *Kht *Kd 0.93 1.00 50.51 Comp & Clad: Table 6-3 Case 1 .00256 *V"2 *I *Khcc *Kht *Kd 0.93 50.51 psf psf an eSSure Coefflcients,'Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• hoof Piressure'Coefficients, Cp .. Roof Area (sq. ft.) - • -• Reduction Factor _1;00, Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • •• • • • • • • • •• • • • • • • • • • • •••••• •• •• • • • •••• • ••• • • • • ••O • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •1• •• •: ••Pal agp.aof5•• WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7- . ( aicf�u c��n♦�ysy.��y*Viand Nyo�rrtaall two 63 fiE a ejy�y ` ddit +T 41�9.�'ine _� rid Ibr of f5iY - `. fP Pr/sssare #t Leeward Walls (Wind Dir Normal to 63 ft wall) -0.40 -26.09 -7.91 Leeward Walls (Wind Dir Normal to 93 ft wall) -0.50 -30.09 -11.91 Side Walls -0.70 -38.49 -20.31 Roof - Wind Normal to Ridge ( Theta> 10) - for Wind Normal to 63 ft face -face - Min Cp -0.54 -31.77 -13.59 Windward - Max Cp -0.04 -10.60 7.58 Leeward Normal to Ridge -0.46 -28.41 -10.23 Overhang Top (Windward) -0.54 -22.68 -22.68 Overhang Top (Leeward) -0.46 -19.32 -19.32 Overhang Bottom (Applicable on Windward only) 0.80 32.91 32.91 Roof - Wind Parallel to Ridge' (Ail Theta) - for Wind Normal to 93 ft face Dist from Windward Edge: 0 ft to 45.24 ft - Max Cp -0.18 -16.65 1.53 Dist from Windward Edge: 0 ft to 11.31 ft - Min Cp - 0.90 -46.89 -28.71 Dist from Windward Edge: 11.31 ft to 22.62 ft - Min C -0.90 -46.89 -28.71 Dist from Windward Edge: 22.62 ft to 45.24 ft - Min C -0.50 -30.09 -11.91 Dist from Windward Ed • e: > 45.24 ft -0.30 -21.69 -3.51 Kh= Kht = Oh = Theta = orizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(Ht zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *ImpFac *Kh *KheKd Angle of Roof 0.93 1.00 50.51 = 14.0 Deg Transverse Direction Longitudinal Direction Torsional Load Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (per') Max P (psf) 1 0.48 0.18 -0.18 50.51 15.05 33.23 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/25/2009 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • .•.. ; • • • • •I?agelb. S of $ : WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 2 -0.69 0.18 -0.18 50.51 -43.94 -25.76 3 -0.44 0.18 -0.18 50.51 -31.11 -12.93 4 -0.37 0.18 -0.18 50.51 -27.98 -9.80 5 -0.45 0.18 -0.18 50.51 -31.82 -13.64 6 -0.45 0.18 -0.18 50.51 -31.82 -13.64 1E 0.72 0.18 -0.18 50.51 27.48 45.66 2E -1.07 0.18 -0.18 50.51 - 63.13 -44.95 3E -0.63 0.18 -0.18 50.51 -40.71 -22.53 4E -0.56 0.18 -0.18 50.51 -37.17 -18.99 p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.3 ==> a Hipped Roof 7 < Theta < =27 a 6.30 ft Double Click on any data entry line to receive a help Screen Component wndtn (ft) span (ft) Area (ft" 2) Zone GCp NVind Press (1b /ftA2 Max Min Max Min WINDOWS A 2.33 4 9.32 4 1.00 -1.10 59.60 -64.65 B 1.87 3 5.61 4 1.00 -1.10 59.60 -64.65 C 3 5 15.00 4 0.97 -1.07 58.03 -63.08 D 1.5 3.5 5.25 4 1.00 -1.10 59.60 -64.65 E 4 3.5 14.00 4 0.97 -1.07 58.30 -63.35 F 2.5 7.87 19.67 4 0.95 -1.05 56.98 -62.03 G 4.5 6.5 29.25 4 0.92 -1.02 55.44 -60.49 H 3.5 4.5 15.75 4 0.97 -1.07 57.84 -62.89 J 1.5 4.5 6.75 4 1.00 -1.10 59,68 • • ;6$.6,5 K 3 7.67 23.00 4 0.94 -1.04 56!47 .81. L 3 4 12.00 4 0.99 -1.09 58.69 ,.$3.14 M 3 3 9.00 4 1.00 -1.10 59.60 -64.65 N 1.5 3 4.50 4 1.00 -1.10 59.60 . -64.65 • 0.00 • . • . .. .. • • • DOOR 1 3 7 21.00 4 0.94 - 1.04 ,56;7? : 461.76 7 3 7 21.00 4 0.94 - 1.04 56.72 • -61'18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/25/2009 bT • • • •• • • • • • • • • ••• • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • i WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 8 2.5 7 17.50 4 0.96 -1.06 57.43 -62.48 9 3 7 21.00 4 0.94 -1.04 56.72 -61.78 10 6 8 48.00 4 0.88 -0.98 53.52 -58.57 11 2.5 7 17.50 4 0.96 -1.06 57.43 -62.48 12 3 4 12.00 4 0.99 -1.09 58.89 -63.94 13 16.33 8 130.64 4 0.80 -0.90 49.64 -54.69 0.00 0.00 RAFTERS 1.5 10 33.33 1 0.40 -0.85 29.06 -51.91 RAFTERS 1.5 10 33.33 2 0.40 -1.44 29.06 -81.75 RAFTERS 1.5 10 33.33 3 0.40 -1.44 29.06 -81.75 0.00 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/25/2009 •• ••• • • • • • •• • • • • • • • • .. ... .. • • • .. •• • • • • • •• • • • • • • • • •• • • • • • • • • • • • • •••• ••• •••• • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • : :•• • • •: : easeNo. II 0{ S i • ••• • • • ••• • WtNDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7- 2 -0.69 0.18 -0.18 50.51 -43.94 -25.76 3 -0.44 0.18 -0.18 50.51 -31.11 -12.93 4 -0.37 0.18 -0.18 50.51 -27.98 -9.80 5 -0.45 0.18 -0.18 50.51 -31.82 -13.64 6 -0.45 0.18 -0.18 50.51 -31.82 -13.64 1E 0.72 0.18 -0.18 50.51 27.48 45.66 2E -1.07 0.18 -0.18 50.51 - 63.13 -44.95 3E -0.63 0.18 -0.18 50.51 -40.71 -22.53 4E -0.56 0.18 -0.18 50.51 -37.17 -18.99 * p = qh '" (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients. GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.3 = => a Hipped Roof 7 < Theta <= 27 a 6.30 ft Double Click on any data entry line to receive a hero Screen Component Width (ft) Span (ft) Area (ft ^2) Zone GCp Wind Press (IbHt ^4' Max Min Max Min WINDOWS A 2.33 4 9.32 5 1.00 -1.40 59.60 -79.80 B 1.87 3 5.61 5 1.00 -1.40 59.60 -79.80 C 3 5 15.00 5 0.97 -1.34 58.03 -76.66 D 1.5 3.5 5.25 5 1.00 -1.40 59.60 -79.80 E 4 3.5 14.00 5 0.97 -1.35 58.30 -77.19 F 2.5 7.87 19.67 5 0.95 - 1.30 56.98 -74.56 G 4.5 6.5 29.25 5 0.92 -1.24 55.44 -71.49 H 3.5 4.5 15.75 5 0.97 -1.33 57.84 -76.28 J 1.5 4.5 6.75 5 1.00 -1.40 59@0 ' • 79 80 K 3 7.67 _ 23.00 5 0.94 -1.27 56 %7 .273.3; L 3 4 12.00 5 0.99 -1.37 58.8g i•- '8•.30 -79.80 M 3 3 9.00 5 1.00 -1.40 59.60 N 1.5 3 4.50 5 1.00 -1.40 52;60 • • •• -7910 • •• 0.00 DOOR 1 3 7 21.00 5 0.94 -1.29 p= : 74.0$ 7 3 7 21.00 5 0.94 -1.29 56.72 • -74V5 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. ••• • • • • 1/25/2009 n=tejlii • • • •• • ••. • • • • • •••• • •• • • • • • • • • • • • .••• • • • • • •••• • • • • • • ••• • • • • • • • ••• • • • • • • • • Rage No. 4ef 5• • • ••• • WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7- 8 2.5 7 17.50 5 0.96 -1.31 57.43 -75.47 9 3 7 21.00 5 0.94 -1.29 56.72 -74.05 10 6 8 48.00 5 0.88 -1.16 53.52 -67.65 11 2.5 7 17.50 5 0.96 -1.31 57.43 -75.47 12 3 4 12.00 5 0.99 -1.37 58.89 -78.39 13 16.33 8 130.64 5 0.80 -1.01 49.64 -59.89 0.00 0.00 RAFTERS 1.5 10 33.33 _ 1 0.40 -0.85 29.06 -51.91 RAFTERS 1.5 10 33.33 2 0.40 -1.44 29.06 -81.75 RAFTERS 1.5 10 33.33 3 0.40 -1.44 29.06 -81.75 0.00 0.00 0.00 o - e. " Enter one 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 1/25/2009 .. ... • • • • • .. • • • • • .. 6 ... .. • • • .. • • • •.. • • .. •••• • • • .. .. .... • .. • • • • • • • • .... • • .. • ••• • ....... • • • • • • • • • ••i WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7- 2 -0.69 0.18 -0.18 50.51 -43.94 -25.76 3 -0.44 0.18 -0.18 50.51 -31.11 -12.93 4 -0.37 0.18 -0.18 50.51 -27.98 -9.80 5 -0.45 0.18 -0.18 50.51 -31.82 -13.64 6 -0.45 0.18 -0.18 50.51 -31.82 -13.64 1 E 0.72 0.18 -0.18 50.51 27.48 45.66 2E -1.07 0.18 -0.18 50.51 - 63.13 -44.95 3E -0.63 0.18 -0.18 50.51 -40.71 -22.53 4E -0.56 0.18 -0.18 50.51 -37.17 -18.99 p = qh ; (GCpf - GCpi Figure 6-11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= a Hipped Roof 7 <Theta < =27 I 6.30 ft 6.3 =_> Double Click on any data entry line to re 1/25/2009 (zt'pc') =Component Width (ft) Span (ft) Area (ft"2) Zone GCp Nind Press (Ib/ft Z Max Min Max Min WINDOWS A 3 4 12.00 4 0.99 -1.09 58.89 -63.94 B 1.5 4.5 6.75 4 1.00 -1.10 59.60 -64.65 C 1.87 3 5.61 4 1.00 -1.10 59.60 -64.65 D 3 3 9.00 4 1.00 -1.10 59.60 -64.65 14.00 19.67 DOORS 1 4.5 6.5 29.25 4 0.92 -1.02 55.44 -60.49 7 3.5 4.5 15.75 4 0.97 -1.07 57.84 -62.89 8 1.5 4.5 6.75 4 1.00 -1.10 5980 ••;64.6f 13 3 7.67 23.00 4 0.94 -1.04 56`37 •;6'1.42 0.00 .. ..• • • •• .• 9.00 4.50 0.00 • . . • • . . • • • 1 0.00 • • • • •• ' • ote: " Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. copyright 2006 EDWARD A. LANDERS, P.E. • • • .. • • • • • • • • • ••• • • • • • • .••• • .•• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• • • • • • • • ••• • • • • • ••••• • • I ge:4o.4of9• • ••• • • • ••• • • 1 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 2 -0.69 0.18 -0.18 50.51 -43.94 -25.76 3 -0.44 0.18 -0.18 50.51 -31.11 -12.93 4 -0.37 0.18 -0.18 50.51 -27.98 -9.80 5 -0.45 0.18 -0.18 50.51 -31.82 -13.64 6 -0.45 0.18 -0.18 50.51 -31.82 -13.64 1E 0.72 0.18 -0.18 50.51 27.48 45.66 2E -1.07 0.18 -0.18 50.51 - 63.13 -44.95 3E -0.63 0.18 -0.18 50.51 -40.71 -22.53 4E -0.56 0.18 -0.18 50.51 -37.17 -18.99 p = qh • (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 6.3 =_> YN a Hipped Roof 7 < Theta < =27 6.30 ft Double Click on any data entry line to receive a help Screen 1/25/2009 Cz'f� � Component Width (ft) Span (ft) Area (ftA2) Zone GCp Nind Press (1b/ftA2 Max Min Max Min WINDOWS A 3 4 12.00 5 0.99 -1.37 58.89 -78.39 B 1.5 4.5 6.75 5 1.00 -1.40 59.60 -79.80 C 1.87 3 5.61 5 1.00 -1.40 59.60 -79.80 D 3 3 9.00 5 1.00 -1.40 59.60 -79.80 14.00 19.67 DOORS 1 4.5 6.5 29.25 5 0.92 -1.24 55.44 -71.49 7 3.5 4.5 15.75 5 0.97 -1.33 57.84 -76.28 8 1.5 4.5 6.75 5 1.00 -1.40 5q.88 ••;71.83) 13 3 7.67 23.00 5 0.94 -1.27 581.37 . :73.5 0.00 ••' ••• '•S 9.00 4.50 • • 0.00 • •• • • • • 0.00 ••••• • • • • •• ' • Note: # Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • • • • • • • ••• • • • • • ••. • • • • '• • • • • • • •• • • •�• 0•• •• • • • • •• •• • •• • • • • • • .• • • • • •• • • • •; ••• • • • • ••••• •• • • • • • • • • • • • • • • ••• • . • • • • • • • •• • • •• •• • lage•;po.445• ••• • • • •.• • • •• : • • •• •• • • • • U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name NELSON & W EFFIE ADAMS A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET For Insurance Company Use: Policy Number Company NAIC Number City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 41-44 LOT 1 OF : KIRBYS ADD TO MIAMI SHORES, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25DEG 51' 47.07"N Long. 80DEG 10' 28.04"W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 11 c) Total net area of flood openings in A8.b RESIDENTIAL to obtain flood insurance. 2,800 sq ft 1224 sq in Horizontal Datum: NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 460 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION sq in B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES - 120652 B2. County Name MIAMI -DADE COUNTY B3. State FLORIDA B4. Map /Panel Number 12025C-0093 B5. Suffix J B6. FIRM Index Date 7 -17 -1995 B7. FIRM Panel Effective /Revised Date 3-02 -1994 B8. Flood Zone(s) 'AE" B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8.00' 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 ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized NAME N/A Vertical Datum NGVD 1929 Conversion/Comments Finished Construction a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) Top of the next higher floor c) Bottom of the lowest horizontal structural rnember (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) Check the measurement used. 12.57 ® feet 11.73 ❑ feet N/A. ❑ feet 10.56 feet 10.84 ® feet 10.21 10.37 ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 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. • • • • • I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100{ • • E, • • ❑ Check here if comments are provided on back of form. Certifier's Name ARAMANDO F. ALAVREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS & MAPPER Address 13050 SOUTHWES Signature •• • • • • • • • • • • Company Name AFA & COMPANt,'I1IC ; , • • • • Ro COURT City MIAMI State FL ZIP Code 33186 Date 1 -23 -2008 Telephone 305.234.0588 ••• • • • • • • • • • • '• • • • • • • ••• • • • • • • • • •• • • • •• • • • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • ••• • • • FEMA Form 81- , February 2006 See reverse side for continuation. Repl • • • • • • • • • • •• •• ••• • • es 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. 1098 NORTHEAST 95TH STREET For Insurance Company Use: Policy Number City MIAMI State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROADS + 10.16' 2e" Signa Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -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, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 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 budding is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) 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 budding located in Zone A (without a FEMA -issued or communfly- 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 orrin ope:NCL) ddpfh ct floodinnat the building site: ❑ feet ❑ meters (PR) Datum • ••• • • • • •• • • Local Otfieial•s tam • • • • • • • Title Community Name • ••• • • •• Telephone Sigitatere • • • • • • • • • • • •• • • • • • • • • Date Comments e • •• • • • ••• • • • • ••• • • • • • • • • s • • ••• • • • • • • • • • • • •• •• • • • •• •• • • . •r. • • • ••• ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. I Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No 1098 NORTHEAST 95'?' STREET City MIAMI State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW REAR VIEW •°h • • • • • • • • • ••• • • • • • • • •• • • - • ••• l • • • • • • • .1:4411.:` -_ , �.;t'• • • • • • • `i`� • • • •• • • • • • • • • • • • • • • • - • _•• • • • • - • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1098 NORTHEAST 95TH STREET City MIAMI State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and `Rear View"; and, if required, "Right Side View" and `Left Side View? SIDE VIEW •• ••• • • • • • • ••••••• • • • • • • • • • 1 . • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (P -1 KC.o ADAMS RESIDENCE HVAC Load Calculations for ADAMS RESIDENCE 1098 N.E. 95TH STREET MIAMI SHORES, FLORIDA RESIDENTIAL ;". HVAC LOADS lagrgErVili lit '3 1 0 2009 LL BY: _. JAL.) • • • • • • Preps Aristides R Reyes- Gavilan Consul 16252 N.W' Miami, 305 -8 Wednesday, •.. • • •...•. • • • • •.•.•. • • •.•. • • • •• • •• • •• • • • •• •.•••• • • Project Report Project Filename: Project Title: Designed By: Project Date: Client Name: Client Address: Client City: Client Phone: Client Fax: Company Name: Company Representative: Company Address: Company City: Company Phone: Company Fax: ADAMS RESIDENCE Aristides Reyes - Gavilan JULY 31, 2008 ADAMS RESIDENCE 1098 N.E. 95TH STREET MIAMI SHORES, FLORIDA Reyes -Gavilan Consulting Engineers, Inc. Aristides Reyes - Gavilan 16252 N.W. 79th Avenue Miami, FL 33016 305 -828 -5205 Reference City: Daily Temperature Range: Latitude: Elevation: Altitude Factor: Elevation Sensible Adj. Factor: Elevation Total Adj. Factor: Elevation Heating Adj. Factor: Elevation Heating Adj. Factor: Winter: Summer: Outdoor Dry Bulb 40 92 45 7 1.000 1.000 1.000 1.000 1.000 Outdoor Wet Bulb 0 78 Miami, Florida Low Degrees Feet Indoor indoor Grains Rel.Hum Dry Bulb Difference 0 70 0 50 75 58 Total Building Supply CFM: Square Feet of Room Area: 4,057 4,882 CFM Per Square Foot: Square Feet Per Ton: 0.831 480.868 Total Heating Required With Outside Air: 64,648 Btuh Total Sensible Gain: 90,736 Btuh Total Latent Gain: 31,094 Btuh Total Cooling Required With Outside Air: 121,830 Btuh 64.648 MBH 74 % 26 % 10.152 Tons (Based On Sensible + Latent) 10.809 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• • • • • • • • • • • •• • •••• • • •••• •• • • • • • •• • • • •••••• • •••• • • •••• •••• • • • •• • • • • • • •••••• •••••• • • • • •••••• •' • 000000 • • • • System 4 AHU-4 Summary Loads 1C Window Clear Gass Metal Frame 14B Wall 8" or 12" Block + R -5 16G Ceiling R -30 Insulation 22A Slab on Grade No Edge Insulation 127 640 368 368 4,399 2,766 364 2,066 0 10,588 0 1,593 0 546 0 0 10,588 1,593 546 0 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 4 AHU-4 Load Totals: 9,595 0 12,727 4 820 980 3,000 0 0 0 0 0 0 660 660 12,727 1,800 3,000 0 0 786 374 1,160 785 374 1,159 14,455 X 1.00 10,915 5,391 14,455 19,846 Supply CFM: Square Feet of Room Area: 640 368 CFM Per Square Foot: Square Feet Per Ton: 1.740 222.511 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 10,915 Btuh 14,455 Btuh 5,391 Btuh 19,846 Btuh 10.915 MBH 73 % 27 % 1.654 Tons (Based On Sensible + Latent) 1.797 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and talent toads. • • • • • •• • 000000 • •..••• •••• • • •••• •.•••• • • •• •• •.•••• . • • • • • • . • • •• • •••• • • •••• •• • • • • • •• • • • 01.0.0 • •••• • • •••• • •••• • • •••• . •• • • • • 00000 • • • ••••;• • • .•..I • • •1000• • 1 • .1•••• • • System 1 AHL -1 Summary Loads 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 22A Slab on Grade No Edge Insulation 209 872 1,359 7,242 3,768 2,941 0 0 0 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 Sensible Gain Total: Temperature Swing Multiplier: System 1 AHU -1 Load Totals: itiftWER Supply CFM: Square Feet of Room Area: 11,420 2,173 0 11,420 2,173 0 13,951 0 13,593 13,593 26 5,330 6,370 11,700 1,000 4,500 5,500 250 853 853 0 0 0 0 659 786 374 1,160 660 785 374 1,159 26,063 X 1.00 15,270 7,901 26,063 33,965 1,168 CFM Per Square Foot: 1,359 Square Feet Per Ton: 0.859 480.146 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 15,270 Btuh 26,063 Btuh 7,901 Btuh 33,965 Btuh 15.270 MBH 77 % 23 % 2.830 Tons (Based On Sensible + Latent) 2.896 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • •• • • • • •• •• •• • • • O 00• •• • • • • • • • • • • 0000 • • •00• •••••• • • • • • 0000 • • • • •••0 • • • • 00 •• • • • • • • 1C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16D Ceiling R -19 Insulation 22A Slab on Grade No Edge Insulation 140 1,166 897 1,443 4,852 5,037 1,425 3,573 0 9,635 9,635 0 2,904 2,904 0 2,140 2,140 0 0 0 Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 18 300 14,887 0 661 660 0 3,690 4,600 0 785 785 14,679 14,679 4,410 8,100 3,900 8,500 1,023 1,023 0 0 373 1,158 374 1,159 Sensible Gain Total: Temperature Swing Multiplier: System 2 AHU -2 Load Totals: 24,759 X 1.00 16,208 9,860 24,759 34,619 Supply CFM: 1,109 CFM Per Square Foot: 0.768 Square Feet of Room Area: 1,443 Square Feet Per Ton: 500.185 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 16,208 Btuh 24,759 Btuh 9,860 Btuh 34,619 Btuh 16.208 MBH 72 T. 28 % 2.885 Tons (Based On Sensible + Latent) 3.287 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • •• • • •..•.• •••• • • •••• • • •• •• •••.•• • •• • • • • • • • •• • • • •••• •• • • • • • • • •• • • • •••• • • •••• • .••• • • •••• • •• • • • •••••• • .•.••• .•••.• • • •••• • • • • •••••• • • System 3 AHU -3 Summary Loads 1 C Window Clear Glass Metal Frame 14B Wall 8" or 12" Block + R -5 16D Ceiling R -19 Insulation 19F Floor Over BasementfEncl Crawl Carpet No Insulation Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 20, Summer CFM: 20 Ventilation: Winter CFM: 20, Summer CFM: 20 158 1,653 1,712 202 5,476 7,140 2,722 5,598 8,487 8,487 0 4,118 4,118 0 4,083 4,083 0 0 0 Sensible Gain Total: Temperature Swing Multiplier: System 3 AHU -3 Load Totals: 14 350 20,936 0 660 660 0 16,688 2,870 3,430 3,500 3,400 1,194 0 0 786 373 785 374 16,688 6,300 6,900 1,194 0 1,159 1,159 25,458 X 1.00 22,256 7,941 25,458 33,400 ..................... Supply CFM: 1,140 Square Feet of Room Area: 1,712 CFM Per Square Foot: Square Feet Per Ton: 0.666 615.095 Total Heating Required With Outside Air: Total Sensible Gain: Total Latent Gain: Total Cooling Required With Outside Air: 22,256 Btuh 25,458 Btuh 7,941 Btuh 33,400 Btuh 22256 MBH 76 % 24 % 2.783 Tons (Based On Sensible + Latent) 2.829 Tons (Based On 75% Sensible Capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. • • • • • •• • • • OOOOOO •••• • • •• •• •••••• • •• • • • • • • • •• • • • •••• • • • • • • •• • • ••••.• • •••• • • •••• • •• • • • •••••• • • • •••••• • • •••••• • • .•••• • • 0000 ...••• • • •••••• • • • • u yECEOVED JU ,12 ?fO9 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: ' CIO ( /`, S Perrit No. 0�� 1 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required P Mullion Required impact ', (..A.S 5 or Door or Mullion Number Design Pressure Pressure She Yes / No i Yes / No Yes /No P Ef X • • • •••4• :?... c 5c dam11. •• • )K' •• . °...:•CA: ' we 1\-1' T • XI•A__: br\ f • • • • • • • • • • >r • • •••• • u_ • • ••••••• • •• • • .. _• r;L1 :may 5 G 0 LI ES )JO 1 dt) 0 a 1 iuo 1 /v0 Li S Ara NO 1 Al O 5 I 1 rp . ti S, Itpc A A' A A Ga A l3 A t7�=- ►- .. `r ii6 Villa .e =i E ,,, 1 AP FInV ED ii,gBY 1 l ` l - -j ' ILDl►11►[Cigla,t BLDG DEPT ��1111111 C .. SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS A A' A A Ga A l3 A • • • • • • • • • • • • • • • • • • • • Miami Shores Building Department 1 I Product Approval Schedule / Comparison Chart Address: 1 431 6 iv L-, ci 3- :5---i- Permit No. ..',lk.-' bluilion Required / Impact Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required 1 ID or Door or Mullion Number Din Pressure (+) PSF (4 pr Pressure (+) PSF (-) PSF She Yes /No Yes /No Yes /No '• --", I, 7 c-c-711 „,,Z(Z__ iL, 0 '4 ) 6'7 -U(,2-q , (0 rj S ,.:: - -iC. ,..;) .4-57, ,.4 - 7 ,,,i (c14--”, ',-;_.-, ,1: A" 1 '6 L - () ,i.;,'''0 'II:, L•. (7- '. 471 • . .-2 6,2 fk-- 0-7 - Ct'q-Li- i O - r ;. ' '7' ' A . , -1' 5c 7 ,'' , i''''' ' 'V ', ' )-> i'Ll 0 • • • • ii) CL ID OL• 0 S.,- -a a)/ - . a .—... -,,- ,,,,,' ':-.-: ,,:. - ..;1,, 2 ..-e__: Le:L(0 —56i, • • • • '2 ,C7',;•.• • , 3R-op ,01,.. • i -7 .6 ,C ,.1 0 ,,:-- - q- - - ..i.7 ----- 7 ,-_, ,,-. S Ar.,,1 — (-, d. t'-, '56L-7,' ;<, ' i'—'' 0 N 0 '', ,,,•= 5.- ----:•:.:, , • ., 77' 71— . ..,_ (e@VI@!(,!@. ;,@_i _ — ,. .'''' (-@_(@1 i-,.@@ ,-.2 @., '' @, 1 @.,., — • • • • • • • • • 4 • • . • • • • 41 • • • • • 1 • . •• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: to et,196w (0000G® MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinacode 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for jsgeptiop aj thg jolt site at the request of the Building Official. This NOA renews NOA # 05- 112941 and c orlilts aft p?gt 1 and evidence pages E -1 and E-2, as well as approval document mentioned above.. • The submitted documentation was r iieweTby Mandel Perez; •• •.• •• • • • • • ;••/ • • • • • • ••. • • • • • •• • • •• • • • • •, 4} • •1 ' • 0 NOA N_ o. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows,pteilditctb31 F. esiraliodf Testing Laboratory, Test R No. FTL 3587 dated 1d /g /02,•9ig€.4 ancZ seaaedby Jo e h Chan, P.E. (Submitted under NOA#• #3- 00111.02) • • • •• • ••• • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • E -1 •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manuel Pe Product Control NOA No. 0: c .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER • • • • • • • • • • 1. Notice of Acceptaae Np, 0;ri119;11��rsngd to PGT Industries for th='r 'es C -740 Aluminum Casement Il aild8v —1. M:I.,appfoved 0�. 3/06, ex 5/22/08. Manuel P ' P.E. Product Contro •i iner NOA No. i 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 •••• • • • • • •• • • • • • • •••• • • a •••• • • • • • • • ••• • •• • •• • • l• • • •• ••• • • • •• • • • • • •• • • • ••• • • •• ••• • • • • • •••• • • • • •••• • • • •••• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/18" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF _SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS x 0 x 0 n x 0 x x 0 x 0 x UNEQUAL UTES O UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16° I.G. GLASS COMPRISED OF (1) UTE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) UTES OF 1/6 HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16 I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16 LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS • 4 G. 133/16° I.G. GLASS COMPRISED O ANNEALED ) LITEOF 1 8 ANNEALED GLASS AND (1) 7% 6" LAMINATED COMPONENT WITH AN AIR SPACE.? //16° LAMINATED LASS INTERLAYER. COMPRISED OF (2) LITES OF -3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVBiNTERLAYER. 2:CONFIGURATIONS: X, XX, XO, OX, XOX AND O • 5!DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: • •A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. •,B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. • • •D. FOR °X° CONFIGURATIONS SEE SHEET 5. • • E. FOR "XX" CONFIGURATIONS SEE SHEET 6. • • •F. FOR 44- "XOX" & "0" CONFIGURATIONS SEE SHEET 7. • • °G. FOR 14 "XOX" & "XO° OR "OX" CONFIGURATIONS SEE SHEET 8. • • H. FOR UNEQUAL LITE °XOX, °X0" & "OX° CONFIGURATIONS SEE SHEET 9. ®4 :ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE. DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. ®7. REFERENCE TEST REPORTS: FTL -3580, FTL- 3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. 9radan FJC 3/28/03 PRODUCT REtdE1.YEO 4aearare rz5sentratrALVIC Rfrlm -go Mims Warn! 9emmar B ADD 137103'1.03. & MOVE GLAZING DETAILS TO MEET F.K bar 7/10/03 C NO CHANGE TNIS SHEET Reade7.' ogre, emr>arma F.K 6123105 D ADD 78' N., GLASS TYPESFAND G. REVISEANCNORAGE. Orwney Om: Gmia19X F.K 12/17/02 ems, 1070 TECr4VOLOGYDRIVE NOKOM44. FL 30275 P.O. BOX 1529 NOKOMCS, FL 34274 V/sih1y Better NOTES AND TABLE OF CONTENTS rem ALUMINUM CASEMENT WINDOW, IMPACT : CA-740 Sals NTS I.1 ° 13 i ""4 7045-8 I D Line A. Turner. P.E. PE 558201 Mechanical i 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED I� 1/8" HEAT STRENGTHENED GLASS GLASS •••• • • • • • •• • • •• • • • • • ••••• • • • • •••• • • • • • • • • • • • •• • • • • • •• • • • • • • • •• •• • • 3/16" ANNEALED OR HEAT STRENGTHENED •••• • • GLASS .65° NOM: GLASS BITE 5116" LAMINATED GLAZING DETAIL •••• • • •• • • • • • •••• • •• • • • • •••• • • • • ••• • 3/8° AIR SPACE 1/8" HEAT STRENGTHENED GLASS h. 13/16° 5/16° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT H-- STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8° ANNEALED GLASS 13/16° 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16° I.G. W/ 7/16° LAMI GLAZING DETAIL 80O151r s�•:gym .......__.,•. •) Rend • FJL Rw°04F F.K FJL ander F.K and RewMost 9 REDRAW GLAZING DE-Ma & ADD 13/14"L0. 0M" 7/10/03 ra.nkow NO CHANGE 110S SHEET nen Reriabas ADD 13/15" LAW LG. W/ 7/161.450 CORRECT5H8•LAM1 DETAIL can 0325/03 a487. amp 10707EGh3OLOOYDRIVE NOHOW.% FL 34275 P.O. 1110K 1428 NOKOMIS, FL 34274 Visibly surer teralsdar GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT SeCA I NTS 12 m 13 7045-8 D it /2! /p-{" Lua+a A. Tumer, P.E. PE 8$8201 Mechmdeel •••• • • • • • •• • • • • • • • • •••• • • • •••• •' • • • • •••• • •• •• • •• • • • • • •• ••• • • • •• • • • • •• • • • ••• • • •• ••• • • • • • •••• • • • • •••• • • • •••• CENTERLINE • • • • •• ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) •• ANCHOR LOCATIONS • • (SEE SHEET 1, • • NOTE 4) • •• •• • SEE MID-SPAN ANCHOR DETAIL TYP. (2) •101 7° 7° 4" MAX. ANCHOR LOCATION TYP. SEE MIDSPAN ANCHOR DETAIL TYP. (2) 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX. WIDTH 53" MAX. DAYLIGHT OPENING 30" MAX. DAYLIGHT OPENING 13° MAX. O.C. 4° MAX. 4° MAX. DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13° MAX. O.C. 4° MAX. 74° MAX. WIDTH 30° MAX. DAYLIGHT OPENING 4" MAX. —J 30° MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT x-14 1/2" MAX. O.C. TYP. ELEVATION °B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 76° MAX. HEIGHT 13" MAX. O.C. —I-. -- .I ' , J �— ---�- 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 1 PRODUCT meomptyla th the rar1Js ia°mer FIG 225/03 Beksbar 8 CHANGE SHEETNO. REFERENCES Bnx4BIc F.k Calor 7/10103 Rcesistanr ADD HINGE LOCATION DETAILS Kew fix F.K oar 523/05 wrens= CHANGE MAX HE TO 76'ANDMAX 010 T063' brawl By F.K 12/17102 CheasgBx new 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKONIS: FL 34274 Ve16466elketer Vasaipbr or & %COX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT arwam. CA-740 13 70458 D Us= A. Tuns , P.E. PE #68201 Mechanical /1 L�r \ / / X. \ \ }7 /\//X SEE MEETING RAII7AETAIL \ O / A 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT x-14 1/2" MAX. O.C. TYP. ELEVATION °B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 76° MAX. HEIGHT 13" MAX. O.C. —I-. -- .I ' , J �— ---�- 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 1 PRODUCT meomptyla th the rar1Js ia°mer FIG 225/03 Beksbar 8 CHANGE SHEETNO. REFERENCES Bnx4BIc F.k Calor 7/10103 Rcesistanr ADD HINGE LOCATION DETAILS Kew fix F.K oar 523/05 wrens= CHANGE MAX HE TO 76'ANDMAX 010 T063' brawl By F.K 12/17102 CheasgBx new 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKONIS: FL 34274 Ve16466elketer Vasaipbr or & %COX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT arwam. CA-740 13 70458 D Us= A. Tuns , P.E. PE #68201 Mechanical /1 < / �. / \ X. \ SEE MEETING RAII7AETAIL (2) A 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT x-14 1/2" MAX. O.C. TYP. ELEVATION °B° - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 69° MAX. DAYLIGHT OPENING 37" MAX. VENT TYP. 76° MAX. HEIGHT 13" MAX. O.C. —I-. -- .I ' , J �— ---�- 141/2" MAX. O.C. VENT HEAD & SILL ONLY 60° MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 1 PRODUCT meomptyla th the rar1Js ia°mer FIG 225/03 Beksbar 8 CHANGE SHEETNO. REFERENCES Bnx4BIc F.k Calor 7/10103 Rcesistanr ADD HINGE LOCATION DETAILS Kew fix F.K oar 523/05 wrens= CHANGE MAX HE TO 76'ANDMAX 010 T063' brawl By F.K 12/17102 CheasgBx new 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKONIS: FL 34274 Ve16466elketer Vasaipbr or & %COX° ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT arwam. CA-740 13 70458 D Us= A. Tuns , P.E. PE #68201 Mechanical •••• • • • • • •• • • • ••9.••• • • • • • •••• • • •••• • •• • • • • • •• • • • • • • • • • • • •• • • • •••• •••• • • •••• • •• • • • • • • • • •• •• • ••• •• •••• •••• 0641 00 • •••�•• • • • • • • • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 13° MAX. O.C. 37" MAX. WIDTH 30" MAX. -- DAYLIGHT -- OPENING 4" MAX i X\ A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT J_ 141/2° • 4" MAX. 0.C. ELEVATION °D° - "X" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. 97° MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60° MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 4° 4° MAX. 30° MAX. 53° MAX DAYLIGHT OPENING DAYLIGHT OPENING . f\ L G-- -� 13° MAX. O.C. ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION L 4" MAX 69° MAX DAYLIGHT : OPENING A 76° MAX. HEIGHT �— —� 13" MAX. O.C. \j- I 141/2° MAX. O.C. VENT 4° MAX I •— J 37° I VENT HEAD & SILL ONLY 60° MAX FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - °X0° & °OX° UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRODUCT PIENEWES as camgyI "s Dula ete WaYHL EeOWB"a Rondos, FIG FJL Amos, FK Om57: F.K Raul am 3/25/03 Rewnn: B CHANGE SHEET NO. REFERENCES Cister 0/23105 Rerbl°rc ADD HINGE DETAIL & HINGE LOCATION NOTES INN 7/10103 osor 12117/02 R 0 ms): FI( CHANGE MAX HT. TO 76' AND MAX 01.0 TO sr av f070TECHNOLOGY FL 24 7510E 1'�T mama FL 90275 P.O. BOX 1529 NOKOMIS, FL 34274 vfd8dipblk- Better X°, "O" "XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 04 -740 NTS Sleet 4 m 13 Onaske 7045-8 D 1V ?, vac. Lucas A Turner, P.E. P£ 9E8201 Mechanical / i f' / K / ,_, 0 ,_____ 4-----4, 69° MAX DAYLIGHT : OPENING A 76° MAX. HEIGHT �— —� 13" MAX. O.C. \j- I 141/2° MAX. O.C. VENT 4° MAX I •— J 37° I VENT HEAD & SILL ONLY 60° MAX FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F° - °X0° & °OX° UNEQUAL. LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT PRODUCT PIENEWES as camgyI "s Dula ete WaYHL EeOWB"a Rondos, FIG FJL Amos, FK Om57: F.K Raul am 3/25/03 Rewnn: B CHANGE SHEET NO. REFERENCES Cister 0/23105 Rerbl°rc ADD HINGE DETAIL & HINGE LOCATION NOTES INN 7/10103 osor 12117/02 R 0 ms): FI( CHANGE MAX HT. TO 76' AND MAX 01.0 TO sr av f070TECHNOLOGY FL 24 7510E 1'�T mama FL 90275 P.O. BOX 1529 NOKOMIS, FL 34274 vfd8dipblk- Better X°, "O" "XO" & OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 04 -740 NTS Sleet 4 m 13 Onaske 7045-8 D 1V ?, vac. Lucas A Turner, P.E. P£ 9E8201 Mechanical 9 •••• • •• • • • •• •• ••s• f• • - • • • •• • •• • •• • • • • • •• ••• • • • •• • • • • •• • • ••• • • •• ••• • • • • • •••• • • • • •••• • • • •••• COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAML(1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8"HS) E. 13/16" LAMI (118 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 ' 38 3/8 43 48 50 5/8 L 54 - 57 60 _ 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 - -" A -90.0 70.0 -90.0 70.0' -90.0 70.4 -90.0 70.0 -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 I -= A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ' 790.0 70T 40.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 87.8 - 66.2 66.2 -6.5.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 3U I l A , -90.0 70.0 490.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 -56.2 56.2 -53A 53.4 -51.3 51.3 49.8 49.8 -48.3 48.3 B,E -90.0 .70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A - 90.0 70.0 -90.0 70.0 486.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50A 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70_0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 ,`( i --' • A -75.0 70.0 -75.0 70.0; -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 B,E -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.Q -75.0 -70.4 70.0_ 70.0--60.4- -75.0 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 -47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 rpp. •`, �� '' - vrr� .; B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 • •37 A • • -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 - 52.852.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •=ABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 semr. • • • GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) • • • ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 ••• !PRODUCT RENEWED as g gwith 1pr Worlds A, eHm. -1 ey //Z.- ,.. ralm{ •;ABLE 2A. "X° WINDOWS TEST REPORTS: FTL -4607, FTL -4608 : GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 "HS) F.13/16" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3/16"A,.090,3/16 °HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 NOTES: A X 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 7 7:- 1/% Lucas A. TuBrer, P.E PE M38201 Mechanical FK 325/03 3/2 B ADD (PASS TYPE ETO TABLES 154 1070 TECHNOLOGY DRIVE NOKOA4IS, FL 34275 P.O. BOX 1523 NOKOMIS, FL 34274 PRESSURES- X CONFIG. WINDOWS "m ALUMINUM CASEMENT WINDOW, IMPACT Ban4er: F.K 7/10/03 C - NO CHANCE THIS SHEET - FJ( FX we 027/05 O REVISE ANCHORS 8.400 76• HEIGHT OPTION Pam By FX c - 12/17/02 ...By mm. I Vurbbr Better e"a�aa C4 -740 �` NTS °°"' 5 s 13 °b"°"" I 7045-8 D •••• CP • • • • •• • • • • • •••• • • • •••• • • • • • • ••• • • • •• • •• • • • • • •• ••• • •• • • • •• • • ••• • • •• ••• • • • • • •••• • • • • •• • • • • •••• COMPARATIVE ANALYSIS TABLE 3. "XX° WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 NEG 37 A -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -75.0 POS NEG 70.0 -75.0 POS 70.0 NEG POS NEG POS NEC; POS 63 POS 0 70.0 70.0 0 70.0 5 67.5 0 58.0 53.4 -47.7 47.7 NE G -75.0 70.0 -75.0 70.0 -75.0 70.0 -75. A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75. 0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75. 531/8 - -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67. A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 83.0 -60.8 60.8 -58. 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -664 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53. 4 -58.9 58.9 -58.1 56.1 -53.8 53.8 -50.4 50.4 -47. X X 0 • •68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 •72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 :74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 ••• ?ALE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 • • GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8°HS,.090,1/8"HS) • ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 • • "XX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. FrmeT m. 623105 mra 12/17/02 0 Cnadre48, REVISE ANCHORS & ADD TABLES 76- HEIGHT OPTION ORA 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1520 NOKOMIS, FL 34274 h PT RESSURES- XX CONFIG. WINDOWS -�- LUMINUM CASEMENT WINDOW, IMPACT visibly Bette, NTS 6 13 a � 7045-8 I D 1 v21, 4's Lucas A. Tamer, P.E. PE458201 Mechanical ••••. • • • •• • • • • •••• • • • •••• • • • • ••• •• • •• • • • • • •• ••• • • • • • • •• • ••• • • •• ••• • • • •••• • • • • • • • 1.. COMPARATIVE ANALYSIS TABLE 6. °0° 8'1/4 -12 -114 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, I TL4807, FTL -4808 WIDTHS °0° %0X' GLAZING OPTIONS: A 5/18' LAMI (1/8'A,.090,1/8'HS) B. 5/16° LAMI (1/8'HS,.090,1/8°HS) C. 7/16° LAMI (3/16'A,.090,3/16'HS) E. 13/1 6° LAMI (1/8°HS,3/8" SPACE,5/16° LAMI -W/ 116'HS,.090,1/8"HS) F. 13116' LAMI (1l"AAIR SPACE,7 /16" LAMI -W/ 3/16"A,.090,3/16°HS) HEIGHT 28 31 38 383/8 43 48 50 6/8 54 60 72 76 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG Poi NEG POS NEG POS NEG POS NEC POS 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 42.2 -39.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 37 74 C,F A -90.0 70.0 -90.0 70.0 -75.0 70.0 -76.0 70.0 -90.0 -73.7 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 55.0 -55.01 55.0 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 48.4 -43.5 43.5 -41.1 41.1 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 3912 79 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -87.8 67.8 -82.1 62.1 -55.7 55.7 -49.8 49.8 48.9 43.6 41.1 -38.6 38.6 -36.5 38.5 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 42 84 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 70.0 63.3' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -832 70.0 45.01 ss.o 66.4 63.4 -50.0 50.0 -46.9 46.9 -44.3 -41.9 41.9 45 B,E C,F A -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -76.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 -75.0 70.0 -70.3 70.0 -58.0 68.0 -54.6 54.8 -59.3 59.3 -50.9 50.9 47.5 -44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 48 96 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 -76.9 70.0 70.0 69.2 -76.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 61.1 -55.1 55.1 -51.4 51.4 -48.8 -45.3 45.3 -42.5 42.5 40.4 -38.4 38.4 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.0 70.0 -80.9 -75.0 70.0 -70.7 70.0 67.3 64.1 -55.01 55.0 45.01 55.0 -5321 532 101 • A -76.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 48.9 -43.5 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 41.3 -392 392 -37.1 37.1 -75.0 70.0 -74.3 70.0 C,F -90.0 70.0 -90.0 70.0 53;/8 •• 106 3/8 A -75.0 70.0 -58.7 58.7 -90.0 -48.7 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 48.7 45.4 45.4 -50.0 50.0 70.0 -70.3 70.0 63.5 60.5 -62.61 52.6 44.2 -422 42.2 40.1 -38.0 38.0 -38.2 36.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C,F 54 •• 108 A B,E C,F • 5642 • 111 A B,E CF •• 67 •• • 5832 114 117 120 A B,E C,F A 13,9 CF A B,E C,F -90.0 -75.0 -75.0 -90.0 -75.0 =75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -76.0 -90.0 -72.9 -76.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -58.2 -75.0 -90.0 -67.1 -75.0 -90.0 -582 -76.0 -90.0 -55.0 -75.0 -90.0 53.4 -75.0 -90.0 70.0 582 70.0 70.0 67.1 70.0 70.0 582 70.0 70.0 55.0 70.0 70.0 63.4 70.0 70.0 -90.0 47.9 -75.0 -90.0 48.4 -76.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -422 -76.0 -90.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 422 70.0 70.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 421 -76.0 -90.0 -40.9 -76.0 -90.0 -39.7 -75.0 -90.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 -88.8 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -482 -75.0 -81.8 -44.8 -76.0 -79.4 43.5 -75.0 -77.1 70.0 49.1 70.0 70.0 47.5 70.0 70.0 48.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 70.0 45.3 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -41.9 -72.5 -42.6 -75.0 -70.7 -41.3 -75.0 70.0 70.0 42.5 70.0 41.3 -75.0 -70.1 -42.2 -76.0 -68.4 -412 70.0 70.0 42.2 70.0 -40.8 -40.2 412 70.0 66.7 402 70.0 -63.6 -39.8 -75.0 41.9 70.0 65.4 40.8 70.0 83.6 39.8 -39.8 -75.0 -39.1 -75.0 70.0 -38.5 -75.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 -80.0 -37.6 60.0 37.6 70.0 -57.3 -59.1 -372 -74.3 38.5 -38.7 372 70.0 57.5 -56.4 -35.4 -70.8 35.9 70.0 56.4 35.4 70.0 38.7 34.8 -76.0 -87.3 69.0 40.4 70.0 -75.0 -60.4 -75.0 -83.3 39.2 70.0 38.7 70.0 60.4 37.6 70.0 -37.6 -75.0 58.7 70.0 63.3 -38.7 -73.3 -55.9 38.7 70.0 55.9 -55.9 -36.1 -722 -54.5 -35.5 70.0 ;71.0 -53.0 35.5 70.0 53.0 -532 -342 -68.4 -51.6 -33.7 532 342 88.4 -53.8153.8 saa -51.11 51.1 .49.4149.4 -48.4148.4 -45.21452 4521 45.2 -42.61 42.8 -47.8 47.8 -43.6 43.8 67,4 -50.0 TABLE 7. XOX WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/18° LAMI (3/16"HS,.090,3/1ErHS) ALL °Cr SIZES UP TO 60" WIDE x 63° HIGH AND ALL "114-1/2.1/4 X0X° SIZES UP TO 120" WIDE x 63° HIGH 1-90.01 70.0 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4' TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING 1NITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 4 0 Rana F.K 325Ai3 Ra.i.e r B ADD GLASS TYPE E TO TABLE aftd F.K Dam 7110,W Ray.. C NO CHANGE THIS SHEET Rag4Br FK mm B/23/85 RaMeba D CHANGE ANCHORS AND D A DD 78- HT. OPTION money F.1C 12/17/02 Cne4nd Kr wee: 1070 TECHNOLOGY DRIVE NOICOMIS, R34275 P.O. BOX 1529 NOKOMIS, FL 39274 Visib& Better ALUMINUM CASEMENT WINDOW, IMPACT VeriestMatek CA-740 NTS 7045-8 Lucas A. Turner, P.E. PE 548201 MethemIcal ••• • • • • • • •• • • • •• • • • •. • • •••• • • •••• • •• • • • • • •_1 • • • • • •• • • • •••• e •••• • • • • • •• • •• •• • • •• • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 8. °XO° OR "or & 1/3- 1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16° LAMI (1/8"A,.090,1/8"HS) "X0° WIDTH °XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 - ; 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 'NEG POS 37 L 551/2 ' A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0. 70:0 -75.0' 70.0 -75.0 70.0 -75.0 70.0/ -75.0 70.0 -75.0 70.0 -75.0 70.0 48- 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -759 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 - 67.5 67.5 58 84 A -75,0 70,0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75,0 70.0 -75,0 70.0 -71.9 70.0 - 67.7 67.7 - 64.9 64.9 -82.7 62,7 - 60.4 80.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 - 63.9 63.9 - 60.0 80.0 - 58.5 58.5 - 58.2 58.2 -53.4 53,4 64 98 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 - 56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 68.4 -582 58.2 - 55.6 55.6 -52.6 52.6 - 49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.Q 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 - 48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 , • 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 f.74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 TALE 9. •1 •• •• °X0° or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16° LAMI (1/8°HS,.090,1I°HS) E. 13/16" LAMI (1/8 °HS,3/8° SPACE,5 /16° LAMI -W/ 1/8"HS,.090,1/8 HS) ALL r7(0° OR "or SIZES UP TO 74° WIDE x 63° HIGH AND ALL 1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 63° HIGH 1-75.01 70.0 1 3 0 X X ••• "XO" or °OX ". & 1/3- 1/3 -1/3 XOX" WINDOWS GLAZING OPTION: C. 7116° LAMI (3/16 "A,.090,3/16°HS) ALL %(O" OR "OX° SIZES UP TO 74° WIDE x 63° HIGH AND ALL 1/3-1/3-1/3 XOX" SIZES UP TO 111° WIDE x HIGH 1-90.01 70.0 TEST REPORT: FTL -3580 *TABLE 10A. `XO° or "Or & 9/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/18°A,.090,3/18"HS) F.13/16° LAMI (1/8"A,AIR SPACE,7/16° LAMI -W/ 3/16 °A,.090,3 /16"HS) ALL'XO° OR "OX° SIZES UP TO 74° WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111° WIDE x 76° HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRODUCT r RENEWED a eomplying awith the Fl4thlc &edam Cede Masan= Rte C wade, F.K Rmvdey F.K Oar 9/26/03 1749: 7/10/03 Rees/cox B ADD GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Rose By F.K R.riYVV: 0 CHANGE ANCHORS AND ADO 76- HEIGHT OPTION Bey F.K 12117/02 omme By 1070 TECHNOLOGYORIVE NOKOMIS, R. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 c; Visibly Betsey PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS most 8 d 13 7045 -8 Lucas A. Turner, P.E. PE 858201 Mechanical •••• • • • • • •• • • • II • • •••• • • • •••• • • • I • • ••11 • •• • •i • • • • • •• ••s • • • •i • • • • • •a • • • ••- • •• ••� • • • • • •••• • • • •••• • • • •••• COMPARATIVE ANALYSIS GLAZING OPTIONS: TABLE 11. 'XO' or "OX" & XOX UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL-4607, FTL -4808 A. 5/16" LAMI (1/8"A,.090,1/8"HS) B. 5/16' LAMI (118143,.090,1/8"HS) C. 7/18° LAMI (3116°A,.080,31181HS) E. 13/18° LAMI (1/81HS,3/8' SPACE,5/18° LAMI -W/ 1/8°HS,.090,1 /VHS) F. 13/18° LAMI (108'A,AIR SPACE, 7 /16' LAMI -W/ 3/16°A,.090,3/18°HS) HEIGHT WIDTHS 28 36 353/8 43 48 50 5/8 54 57 60 83 67 72 76 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEGIPOS 69.284 19.125 31.014 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -74.1 70.0 - 84.9 84.9 - 80.6 80.6 - 58.1 58.1 - 58.1 58.1 - 53.3 53.3 -50.5 50.5 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 88.919 24 38.919 A -75.0 70.0 -89.1 89.1 -83.4 63.4 -58.5 58.5 -50.4 50.4 -47.5 47.5 -44.1 44.1 -41.8 41.6 -39.2 39.2 - 38.9 38.9 B,E 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 85.973 27 42.973 A -75.0 70.0 80.5 80.5 - 57.2 57.2 82.1 82.1 -55.2 55.2 - 52.8 52.6 -49.1 49.1 -48.2 48.2 - 43.8 43.6 -41.1 41.1 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 - 73.1 70.0 - 55.0155.0 - 55.0155.0 - 55.0155.0 108.849 30 . 48.649 A -75.0 70.0 53.5 53.5 -50.4 50.4 - 54.5 54.5 - 50.7 50.7 482 482 44.9 44.9 42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 84.7 70.0 -79.6 70.0 -73.8 70.0 89.7 89.7 88.3 88.3 -83.1 133.1 -55.01 55.0 - 55.0155.0 - 5221522 115.892 32 - 51.892 A -75.0 70.0 -49.9 49.9 48.8 48.8 -51.3 61.3 -47.4 47.4 45.5 45.5 -42.7 42.7 -40.7 40.7 - 38.8 38.8 - 38.8 38.8 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -732 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 78.8 70.0 -732 70.0 88.3 88.3 84.8 64.8 81.4 61.4 - 58.8 58.8 - 55.0155.0 - 50.9150.9 -47.7147.7 422 • 33.887 54.827 A -75.0 70.0 47.3 47.3 44.0 44.0 -484 48.4 44.7 44.7 42.8 42.8 41.4 414 -39.5 39.5 :37.5 37.5 - 35.7 35.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -714 70.0 C,F -90.0 70.0 -90.0 70.0 -80.0 70.0 -85.8 70.0 -74.0 70.0 89.4 89.4 -64.7 64.7 -61.0 81.0 - 58.4 58.4 - 55.7 55.7 - 52.1152.1 -47.7147.7 -44.81 44.5 123435 • 34 55.135 A -75. 070. 048. 848. 843. 843 .847.947.944.344.342.442.441.1 41.1 - 39.339.3 - 37.337.3- 35.535.5 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 88.8 68.8 -64.1 64.1 80.5 80.5 - 57.9 57.9 -55.2 55.2 - 51.5151.5 -47.2147.2 -44.01 44.0 1113500 • • 34.791 58.418 A -75.0 70.0 -45.5 45.5 -42.8 42.8 -48.7 48.7 -43.1 43.1 41.8 41.8 -40.2 40.2 - 38.7 38.7 - 38.9 38.9 - 35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 82.8 70.0 -71.3 70.0 87.3 87.3 82.5 82.5 -59.2 59.2 - 58.5 56.5 -53.8 53.8 - 50.1150.1 45.81 45.8 43.0143.0 1,V • 35.8913 58.209 A - 74.4 70.0 -43.8 43.8 -41.2 41.2 -45.1 45.1 -41.5 41.5 40.4 40.4 - 38.9 38.9 -37.7 37.7 - 382 38.2 - 34.3 34.3 B,E - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -72.4 70.0 88.8 88.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 89.3 69.3 -85.3 65.3 80.8 80.8 - 57.8 57.8 - 54.7 54.7 -51.9 51.9 48.1148.1 43.9143.9 -41.9141.9 •• 130.378 • • 38 58.378 A -74. 370. 043. 543.541 .041.045.045.041.441.440.340.3 - 38.838.8.37.837.8 - 38.138.1 - 34.334.3 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 72.3 70.0 88.5 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -89.1 59.1 -85.1 85.1 -80.5 80.5 -57.4 57.4 - 54.8 54.8 -51.7 51.7 -48.0148.0 -43.81 43.8 41.8141.8 • 1316 • 37 80 A -729 70.0 -42.2 42.2 -39.7 39.7 - 43.5 43.5 -40.4 40.4 - 302 39.2 -37.7 377 -38.7 38.7 - 35.5 35.5 - 33.7 33.7 B,E - 76.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 -71.0 70.0 -67.4 87.4 C,F •90.0 70.0 - 90.0 70.0 - 90.0 70.0 -77.1 70.0 87.3 87.3 83.3 133.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 -50.0 50.0 48.3148.3 42.8142.8 -40.81 40.8 °XO° & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO °or "OX" & °XOX° UNEQUAL LITE WiNDOWS TEST REPORT: FTL 3580 GLAZING OPTION: D. 7/18° LAMI (3/18'HS,.090,3/18°HS ALL °XOX° SIZES UP TO 134' WIDE x 63° HIGH WITH 37° MAX. VENT WIDTH AND 80° MAX. FIXED WIDTH AND ALL "X0" or "OX° SIZES UP TO 97" WIDE x 83° HIGH WITH 37" MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH I -90.0 70.0 TABLE 12A. °XO° or "OX" & "XOX° UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL-4807, FTL-41308 GLAZING OPTIONS: D. 7/18" LAMI (3/16°HS,.090,3/16°HS) 0.13/16" LAMI 1/8"AAUR SPACE,7/16° LAMI -W/ 3/16°HS,.090,3/16"HS) ALL "XOX` SIZES UP TO 134° WIDE x HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND ALL 5(0° or "OX° SIZES UP TO 97' WIDE x 78" HIGH WITH 37° MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 1-55.0 55.0 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR ® 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. X 0 X UNEQUAL LITES X 0 UNEQUAL UTES 0 X UNEQUAL LITES PRODUCT RENEWED comF}3UgteaLdie Flat t • dP 4F FJC wr 3/25/03 8 ADD GLASS TYPE E TO TABLE 11 ROW BX F.R. O.rs 7/10/03 ReSSons NO CHANGE TH1S SHEET Woad Elp FJC FJ( Chow Rartsbes CHANGE ANCHORS AND ADD 76" HEIGHT OPTION F.K. Pax 12/17/02 dmmeaBr Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 N KOMIS, FL 34274 c; r Visa& Better Osman PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT CA -740 aar 4mec oa�m NTS 9 m 13 7045 -8 D z Loss A. Toner. P.E, PE 905201 •••• • • • • • •• • • • • • • •••• • • • •••• • • • • • • ••• • •• • •• • • • • • •• ••• • • • •• • • • •• • • ••• • • •• ••• • • • • • •••• • • • • •••• • •- • • • • ••• •• • ••• ••• •• ••• • • • MAX. • • HEIGHT (S€E SHTS. 3 & 4) REFERENCE °XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 REFERENCE "XO" &'XOX" FRAME ASSEMBLY DETAIL, SHEET 11® MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3). MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT 4� DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3). HORIZONTAL SECTION - XX f REFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT a MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X fitobrci REVISED OMR Cade 05 Fs. PRODUCT RENEWED es empigfs •Db the Horns No +; • // • �., 110 0,17.14.i• 2013 Rand er F.K 3/25/03 Rmalmn B ADD 13'1810. LNG BEAD ITEM Radar FK 7/10103 SHOW TOP HINOE Racy R. F.K. CMG SHE NO. REF. AND ADD NSW 59 Danner F.K mm 12/17/02 cJae -Eder caw 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1528 WAWA FL 34274 PP IGT• vv;bty Batts. SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s C4 -740 s_ I 4aa I ta.rayia NTS 10 d 13 7045-8 11 C� I vu/or Lucas A. Tumor, P.E. PE 08201 . Mechanical •••• • - • • • • •• • • • • • • • • • • • •• • •••• • • •••• • •• • • • • • •• • • • • •• • • • •••• •••• • • •••• FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN "X° FRAME JAMB °XX° FRAME ASSEMBLY DETAIL FRAME ASSEMBLY • • • TUBE, MAIL: 6063 -T6 • • • • •°X" FRAME JAMB • • • •• •• • • •••• • • •••• • • •• • • • • • #12x1 PH TEK SMS 13° MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN °O° FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL 0 -0 1.376" .095° I 440" CASEMENT BACKING PLATE MAIL: 6063 —T6 DWG# 7071 062° 2854° NOM. 1.159" 2.139° (SASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A 4--- 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A L2.784° .062" NOM. 1 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A Daft 325!03 S NO CHANGE 7MSSMEET Cafe 7/10/03 Redeem C NO CHANGE THIS SHEET 623/05 ADO 17E5189 Dery 12/17/02 mar ados 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94275 P.O. BOX1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT S.rrme CA-740 NTSI11 m 13 am,aoea ae. 7045-8 D Lucas A. Taw. P.E. PE 958201 Machmscal •••• • • • •• • •••• • • • •• • • • • • •• • • • •• • • • •••• •••• • • •••• PARTS LIST ITEM 1 2 3 DWG # 7002A 1155 7008 PGT. # DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 781PQA 48 X 1 QUAD PH SMS FRAME CORNER KEY 4 12°X12°XI/8" CLOSED -CELL FOAM TAPE 5 6 7 8 9 10 11 12 13 14 15 16 17 • •• I8 • • 119 • 70 - • •• • 28 • • • •2i • • 25 ••• � • • eihr • •• • 34 • •••• 43, • •• • • 3• • • 7003A 1155 7017 7009 7024 7026 SASH -TOP, BOTTOM & SIDE RAILS 781 A 48 X 1 QUAD PH SMS 67017K BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXI{ MULTI -POINT LOCK , LOCK SUPPORT PLATE #10.24 X.562 PH. PN. TYPE F 7014 1157 7013 7015 7028 7027 7030 7031 MULTI -LOCK KEEPER (R.1 . & LIT) 78X78PPSMS 68 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #832 X 375 PH. PN. TYPE B 7032 STUD BRACKET (L.LL & R.H.) 7858ZA 48 X 5/8" FLT. PNL SMS 7033 7022 7023 OPERATOR TRACK & SLIDER (DUAL ARM) SNAPONRANDLE 710x12FP 12" HINGE (HEAVY DUTY) 410X.500PLLPHL. 5/16" LAMINATED (I/8A & 1 /81-IS GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/81LS & 1/8HS GLASS) .090INTLRtLAYER - SOLLIIIA OR DUPONT PVB 7/16° LAMINATED (3/16A & 3/1611S GLASS) .090INTF,RIAYER - SOLUTIA OR DUPONT PVB 7/16° LAMINATED (3/16145 & 3/16005 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 41 43 44 45 7036 7042 1224 GLAZING BEAD (5/16°) GLAZING BEAD (7/16") 677247 VINYL BULB 71317 (THICK) SBUCONE -DOW CORNING 899, 995 OR EQUIV. PARABOND 46 1634 6163K SETTING BLACK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 48 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASSY. TUBE 68 712X1PPT #12 X 1 "PH. PHIL. TE C 69 7011 • LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 12 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG# PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LOCK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SRI &IAMBS 81 115§ 781PQA #8 X I QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG) 86 13/16° LG. GLASS (1/8°1{5, AIR SPACE, 5 /16 "LAMI) 5/16" LAMI = (2) LTTES OF 1/8°HS GLASS WITH AN.090 INTE LAYER - SOLUTLA OR DUPONT PVB 13/16" 1.0. GLASS (1/81{S, AIR SPACE, 7 /16°LAM1) 7/16" LAM= 3/16A & 3 /16H3 GLASS WITH AN.090INTERLAYER - SOLUIIA OR DUPONT PVB 13/16° LG. GLASS (1/8108, AIR SPACE, 7/1M/4141)7/16" LAM1= 3 /I6HS & 3/16108 GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" I .865° 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523° --1 .050° .865° ®7/16* GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040° -"- 1.000° .423° --.-I 0 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 —+1 .993° -1- .04o J --j f .172° .870° { {{ !! .050" .569" O13/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7047 9° .125° .062" A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701 .093' 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A Brad Br FC per FK ltenney FA: Br. F.K. 325/03 Orr 7/1 7/10/07 8/23/05 2/17/02 B Merbfyr c ibrabmr Choral D Br ADD 13/16. 10. GLASS .9 GIAZINO BEAD NO CHANGE 77115 SHEET ADD EQUIV. TO REM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 Dam: 1070 TECHNOLOGVORIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKO933, FL 34274 Vuib&y Bever nmetorca PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT sensSatbau CA -740 Rasa 9f* parer • Vag NTS I 12 m 13 I 7045-8 I D l (( /2( /� UMW A Tuner, P.E. PE 958201 Mechanical & 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM --I r &SEE NC'T.. t • • • •• • • .o • • • •••• • • • • • • • • •• • •• •• • • • • • • •• ••c• • • • • •••• • • • •• • • • •••• • •• • • • •••• • • • • 1/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK & 1x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM r- &SEE NOTE 1 & SEE NOTE 4 1/4" MAX. SHIM &SEE NOTE 1 ❑ii P 41111n un1111n _1 1 1/4° MIN. & 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM —1 r- SEE NOTE 2 A SEE NOTE 4 OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2° THICK iEiT[r i 6 lo L,r__ 1.1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE SEE NOTE 4 1/4" MAX. SHIM &SEE NOTE 1 Aix WOOD BUCK (SEE NOTE 3) 114° MAX. SHIM —►{ ASEE NOTE 1 SEE NOTE 4 11/2" [.-- MIN. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK SEE NOTE 4 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE r & SEE NOTE 4 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: & 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 °. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4° ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. w FK mar FJG Rem W FJC ma"°Or FK Ogee 3/25/03 Raviztkete: 8 NO CHANGE THIS SHEET Dec 7/10/03 Reastac NO CHANGE THIS SHEET Resistors 6/23/05 REVISE NOTES AND REMOVE 3/16' TAPCONS 8 014 SCREWS 12/17/02 Cala 1070 TECHNOLOGY DIME NOKOYOS, R.34275 P.O. BOX 1529 NOKO IS, P1.34274 Pc;�T Vistblj Better ANCHORAGE DETAILS T°" ALUMINUM CASEMENT WINDOW, IMPACT Senettlitdek C..740 NTS 13 e 13 lAsea 7045 -8 D Lucas A. Toner, P.E. PE 058201 Mechanical MIAMJ'DIADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen 3250 Lakepoint Blvd. Klammatth Falls, OR 97601 SCOPE: I&)S L )IL C7 0 0 f(C )/L C MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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. (DFSCR IONI -Se ies'b -8" Inswine- Glazed Insulated Steel Door = APPROVAL DOCUMENT: Drawing No "JW0509- 04-01 ", titled "Impact Glazed Steel Door Inswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski, 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:.Lar an Small Missile Impact - -' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOQ.sbjl b %provided,tothe suer by the manufacturer or its distributors and shall be available for inspection at tho lob site at 4e ieciuest of the Building Official. This NOA consists of this page 1 and evi�l�gcess age�4 -): vtd3'- , g well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascop, P.E. • • • • . •• • • • • • • • • rl'• {: J • r •••f • • I • • •• • •. • • • • • it •• • • • • • •• • •`° • • ••IeJk'•y a• • ,. r • NNEU No 05.1215M Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Page 1 ,Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 05 -01 ", titled "Impact Glazed Steel Door Inswing 6' -8" Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09 /06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , P. E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of Impact Glazed Steel Door Inswing 6' -8" Lip Lite, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 - 3195 -1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929 -91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 4. Test report No.ATI - 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods for Tension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, issued by Architectural Testing, Inc. 5. Notice of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Westem Reflection Series A1umi numriaaeccL;te;K3t embly- Impact" dated 07/28/05, expiring on 07/28/10. • • • • • • • I' •. ° • •• ... .. • • • .. • • •• • • • • • • • • .•• •.. • • • • • • • •• • • E -1 Jaime D. ascon, P.E. • • • • • • Chief, Product Control Division • • • • • NOA No 05- 1215.04 • • . • . Expiration Date: May 25, 2011 Approval Date: May 25, 2006 ..• • • • • •.. • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • • • •.• • • Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). • •• ••• • • • • • • • • • • • •• ••• •• • • •• • •• • • • • •• • • • • • • • Jaime D. triton, P.E. • • • • • • • • • • • • Chief Product Control Division • • • • • • • •• • • NOA No 05- 1215.04 • • • : • • • • • • • Expiration Date: May 25, 2011 Approval Date: May 25, 2006 E -2 ••• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• ••• • • • • • • ••• • • JELD+IiEN® Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6-8 INSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODE• INC. AND ENDURA PRODUCTS INC. • GENERAL NOTES 1. THI S PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE INO.UDJNG7ivt2°. 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE S. PRODUCTANO ORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESLGNED PRESSURE RATING SEE TABLET, PAGE 1. S. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTSFOR HIGH VELOCITY HURRICANE ZONE (WHIG B. PRODUCT REQUIRES PROTECTIVE COVERING IN ACCORDANCE TO THE FBCAV fieRRSID• ENTLALINSULAIT &TELL DOOR (Gammento ail hameolrndltionsi, •••• • •DOORtEAFCONSTRUCTION: Pftweateets: 24 GR(0. 021 "nan) thkdaless. Galvanized steel A -525 el quality A• • pQ(Zl STM 620 with average minlnum yield Fy(ave=3:.r ps.- Goo Deaf Arc Expandeipb/yelymne with 1.0 Lo 1208:e. density, byJeld-Wen Inc. • P N gpdInactivepanelsamccrat tedamn24GA •m6i) galvanized steel. The Awe sheets at top and bottom arebent90 over the top anNbottom ra6s•Thtetep raI measures 1.0• high x 1.BB8•side. The stool . tpgeRtPPDmeasares•L.2P1)Jg 1!1.earivme.Thesidesoftleface sheets emwu Armed b7E the latch an8 Rage stiles which measure 1.O 'high x 1.688• wide. The Inteolor cavity Is glee witep d pa ys:parre. The tee sheer are glued to the expanded polystyrene. 77 panels are out cutler the twap(eceODL Aluminum 618 : Lfn�sareglazil'dtthtel<r� red and tedInparsl•ILi°nded&door �ns the inactive daglefaed with an eklnsded shanks= sofregelof 6073- T5aloy,manufactu dby&duo. • S eystrrcdon: The f um&s are cons8uded of lingedohited pine jambs Ieeiwat jpg 4- 9/16•x 1 -114' The head jambs We mortised and benighted to the side jambs, and attached with three (3)16GA 7/16" cram x2'Iorg staples on each side. The threshhoW Is attached Who side Jambs with twee (3) 160A 7/16 • crown x2'long staples on each skle. Glazln0: ODL insulated lite is 1 " overall tbh ass 01114411, pane of0:1251empered glass,A.6airspaee ;two (2) panes of 0.125"x` annealed with . 090"PVBIntedayer- bySolut t- All I6Qsare-seudwiched= glazedirroihepan- .- TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS a VERTICAL CROSS SECTION & BILL OFMATERIAL S HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 6 MISCELLANEOUS DETAILS 6 • UNIT COMPONENTS 37 1/2° MAX. FRAME WIDTH 35 3/4" MAX. r PANEL WIDTH 1 o 2 • SINGLEG UN 2 74" MAX OVERALL FRAME WIDTH 36 1/2" MAIL PANEL WIDTH W /ASTRAGAL r/\ 21 1/8" MAL — D.LO. O O 2 1 /8" fdAX. 0.LO. ACTIVE f ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE TABLE I DESIGN PRESSURE RATING j//WHERE WATER INFILTRATION REQUIREMENT 19 NEEDED. WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OR PROTECTED BY OVERHANG.: d5 POSITIVE NOT APPROVED I 460.0 PRP� -!II NEGATNE NOT APPROVED �� -GGAO * Unit ehaf be Installed et lacafon protected by overhang suet That overhang rallo(OH) - OH length/OH height greater gm 1.0 REF ASTRAGAL BOLT REM it 12 DOUBLE INSWING UNIT z 1 A * O z 0 re re O z DATE 9 -06 -05 sw8: 1 : 32 Dan SY: JPR OM ON d1ANINO rO.: JWb509. -04 -01 •••• • • • •• • •••• • _• •••• • •• • • • • • •• • • • • • •• • • • •••• •••• • • •••• N � CO In W • •I • • g• • • • • • • • ••1I• • • •••i • • ••% ••••••• • • • • • • • • om SEE NOTE 1 & 2 0 J 0 EXTERIOR I;It•I INTERIOR -0 �z VERTICAL CROSS — SECTION (ENDURA # ZAI4625AA SILL) IA NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3/16° TAPCON OR ITW BUILDEX TAPCON (NOA #03- 0114.03) OR ELCO TAPCON (NOA #02- 0503.07) (174.44,0t, CA ▪ CO ZQOR Z = Z iu S256 III CO 0a 0 0 1 0 a i 4 z 0 0 z IM1E 9 -06 -05 SCALE: NTS o•c. en JPR CM WI: ORONO No: JW0509 -04 -02 slur 6 OF 6 Item DESCRIPTION Material 1 SIDE JAMB (1 1/4 "x 4 9/16" FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE 3 4" x 4" BUTT HINGE 12GA. (.089" MIN) STEEL STEEL 4 119 x 5/8" PHILLIPS FLATHEAD WOOD SCREW 5 98 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 X 1 1/2" PHILLIPS FLATHEAD W000 SCREW STEEL 7 #8 X 3" PHILLIPS FLATEHEAD WOOD SCREW STEEL 8 #8X1" PHILLIPS FLAT HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP (Q -LON Q0S -650) 11 INSWING ADJUSTABLE THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18° STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 74 16 Ga. 7/16" CROWN x 2" LONG STAPLES STEEL 75 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 2x WOOD BUCK 19 2x W000 BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1 " IMPACT IG ASSEMBLY NOA 903- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (LVL x 48" LC) LVL 26 TOP RAIL ( FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.251bs DEGIY BY JBD -WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24CA GALVANIZED) A -525 COMMERCIAL QUALITY 0.021" MIN THICK.) STEEL GALVANIZED 30 ODL UTE FRAME (ALUM 6063 T5) ALUMINUM .31 HINGE SIDE STILE (FINGER JOINTED LVL) PINE 32 LATCH SIDE SALE (FINGER JOINTED LVL) LVL 33 #8x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 34 INSWING VINYL DOOR BOTTOM SWEEP VINYL IA NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTIUZE OPTIONAL 3/16° TAPCON OR ITW BUILDEX TAPCON (NOA #03- 0114.03) OR ELCO TAPCON (NOA #02- 0503.07) (174.44,0t, CA ▪ CO ZQOR Z = Z iu S256 III CO 0a 0 0 1 0 a i 4 z 0 0 z IM1E 9 -06 -05 SCALE: NTS o•c. en JPR CM WI: ORONO No: JW0509 -04 -02 slur 6 OF 6 • • OINOOLAP • • • • • • • • • • • • • • 3/4' MIN. EMB.. SEE NOTE #3 & 4 •••• • • • •• • •••• • • •••• • •• • • • • • •• • • • • •• • C • ••• • 1/4' MAX SHIM 1 /8•MIN I CTRSINK •0.0 0 0 0 •••6 • • • • • O2 HORIZONTAL CROSS SECTION • • 3 AT LATCH JAMB TO BUCK, TYP. • r echo. • • • • SEE NOTE 11 • • • •••• • • • • •Il tT • .E EX/I2103 SEE NOTE 12 ACTIVE f HORIZONTAL CROSS SECTION 3 AT 'ENOURA" ASTRAGAL AL 2114-I11-9b pel' INTERIOR In J W 33 HORIZONTAL CROSS SECTION 0_ 3 AT HINGE JAMB TO BUCK, TIP. NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQUIRE #8 X 3" PHILLIPS FLAT HEAD W000 SCREWS .3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) ijJ Xagg 0 N ic=ier 0 O a HORIZONTAL CROSS SECTIONS p0q O Z DATE 9 -06 -05 SCAM NTS OM. BY: JPR DOC. Br. O RAWINO NO.: J1✓0509 -04 -03 • or 6 • • • • • • • • • • .• • • • SEE NOTE 1 -J '.O U •� a l- W W W N N • • • M ti •t SEE DETAIL A SHEET 5 SEE DETAIL B SHEET 5 socsimm■scammocomoommo 11= W -161- • • • • m th SEE DETAIL D SHEET 5 • • .• • •.. • •• • 6� �6� • •••• SEE NDr 1 • • •••• TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL SINGLE DOOR ANCHORING LOCATI ❑NS NOTES: 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 Go. 7/16" CROWN x 2" LONG STAPLES. °° DOUBLE DOOR ANCHORING LOCATIONS ANCHORING LOCATIONS 0 m 0 0 0 0 a 0 m 0 0 to z 0 Q 0 d z DATE 9 -06 -05 sCALF: NTS oac. BY: JPR 0416. BY: DRAWING ►m.: JV0509 -04 -04 %MET 4 or 6 • • • • • • • • • • • • • • •• ••• • • • • •• • •••• • • •••• • • • • • • • • •• • • • • • •• • • •• •• • • •••• • • •••• • • •• • • • • 3_1av • • • • • • •• DETAIL A HINGE MOUNTING DETAIL DETAIL C STRIKE PLATES TO JAMB DETAIL D STRIKE PLATES TO TYPICAL ASTRAGAL DETAIL F Fastener Spacing Enduro Astragal, 18 x 1° PPH WS DRILL .3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL B THROWBOLT STRIKE PLATE MOUNTING. DRILL 5/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E TYPICAL ASTRAGAL RETAINER BOLT HOLE 1/8" TEMPERED CLASS 1/2" MR SPACE Nv 1. co Cn of .V }Eei Wxo O9 LPL �Mva MISCELLANEOUS DETAIL GLAZING DETAIL INSULATED GLASS UNIT 0 8 0 m DATE 9 -06 -05 in z 0 rr d z SCALE NTS DWC. sr. JPR CM( BE COSMIC NM: JW0509 -04 -05 SKEET 5 Cs 6 • • • • • •• • • • • • . • • • • •••••• N 1 4" J u 0 0 0 0 1 —�I+— .089" (Min) BUTT HINGE 4 x 4 x 12GA STEEL INSWING THRESHOLD (ENDURA) PART# AI4566AA, 6063 -T6 ALUMINUM ESL (ENDURA) 6063 -T6 ALUMINUM 26 1.21" —J J L" 31 32 -A 1.688" `J STILES AND RAILS LATCH STILE & HINGE STILE (LVL) TOP RAIL (FINGERJOINTED PINE) 2 • • •• • • •••• 021 • • •••• • •• • • • • 324" • �I'',11?5" • • parrot" 1?A1L• • S 1 ttl, 25GA• MI6 e0A#VANIZED • • •• ■ • • 0 4.563" N ---1 2.188" WOOD JAMB FINGERJOINTED PINE 3.125' LOCK BLOCK (12° LO) WOOD 1 3/4"- 30 r --I 1 " I- DOL LITE FRAME ALUMINUM 6063 T5 •••• • • •• • • • • r•--- 2. 5" -2•1 • ASTRAGAL BOLT HEAD STRIKE +T--I 19/32" COMPRESSION WEATHERSTRIP 34 N 1 23/32" 7/8" :1-16T6‘ DOOR BOTTOM SWEEP 0 UNIT COMPONENTS 18" ASTRAGAL BOLT MATERIAL: C/R STEEL ROD ZINC & YELLOW CHROMATE ei z 0 N a 0 0 z D ate lid IFT C gde " ■Mis__ /r B y 9 -06 -05 SCAM NTS arts. BV JPR Di( ar MONO Na JV0509 -04 -06 smErr 6 OF 6 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 prod`ucfs approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Se s--`-FD= 101" Outsw Aluminum Freneh--Door wf Sid s APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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:1�.a gge-and Small Missile Impact- Resistant — -, Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: 'Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MLAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 h0A ll,1 pto4dQcj go ,;11p user by the manufacturer or its distributors and shall be available for inspection at#I4 job /id t1! feq:lat ofrilte Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishat 7yi , handa, .. • • • • . • • • • .• • . . • � •••• • • • • `. • •i� • •. . .. •.. • • • • • •• •,i. to,.C• •L.i • . • • i rip •• • • • •!• • • r A No. 07 -0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06 -21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. •• ••• • • • • • •• • • • • • • • • • �'• ••• •• • • • •• •• . • • • •• • • • • • • • • ••• • • • ••• ••• • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • - • . • •• • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • •• •• • • ..• • . • 1. LL4N.14 Ishaq L Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 •••• • • • •• • •••• • • ••• • • •• • • • • • •• • • • • •• • • • •••• •••• • • •••• • • i NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) ^I_ GtAZINGOPTIONS: A. 3/8° LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8' LAMI NOM. (.4029 CONSISTING OF (1) UTE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16' LAMI NOM. (.4859 CONSISTING OF (1) UTE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7116' LAMI NOM. (.4657 CONSISTING OF (1) UTE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDNKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: XX, O X�X XO. OX, XXO, OXX, OXO, AND OM. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. CES: oTESTDREPORT FTL -5212, ELCO TEXTRON NOA 04-0721.01, 03-0225.05, ANSUAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 08. THIS+PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELQQCCITY HURRICANE ZONE (HVHZ). 9•COIVIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: • •R.?NE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. • •B. LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. • REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. •••• • ••• • • • • • • • • EXTERIOR 1/2° GLASS 9TE EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS .402 -® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR Ex-r.- 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS .465 A 7116" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Aid se complying with the norida Span /5 z 7 NOM) e)7- 0) U2 4. /a Miami Dade Product Conhai ° i l"_ti.L Reader Mad FA FX ands" FA: r •0107 m FX Oft 804107 Arabs A es IAARIFYER.. 0FOLA99, OVHIK1 T7•d0E8S AND CLASS WE A0D®A49 BREOML 1001AZINQOETARIAADOf,4A99 0E0 71 C, REVISE NOTE 1, GASS 7.• ADD NOTE A 1070 TE1a0JOLOGY ORME PANCOABSS FL WM P.O.*FL3 Nutlac9 a 9m� Pc�T iRvtbly Bare► NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT �fn 1X I ®1 u 10 I �� 11oR' -1 I B •••• • • • • • • • • •. • • •• • • • • • • • • • •••• e • •••• • •• • • • • • • • • • • • •• • • • •••• •••• • • •••• TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX 8 OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A,8,CORD HEIGHT XWDTHI XX WIDTH 68 - 793/4" X33/4"1 87 3/4" 91 3/4" 3° -37 1/716° 71 314'1 8° - 95 3/4" +75.0 -75. 0 s •• 0 WIDTH - +75. +75.0 -75.0 +75.0 -75.0 +75.0 SINGLE SIDE UTES WITH GLASS TYPE A -75.0 n 27 3/4 "- +75.0 -75.0( +7511 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 36 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH 383M" SINGLE SIDE UTES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.01 -75.01+75.0 -75.0 +75.01 -75.01+75.0 -75.0 • . r • 8 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OX( & OXXO • • fFHE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) • • REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION • GLASS TYPES A, B, C OR D •••• HEIGHT e 1LI•WItIDtH XX WIDTH 68 - 79 3/4" 7°-833/4" 87 3/4" 91 3/4" 8 °-953/4" e 2t es 412" 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 •••2,12" • 16 S/2" 28 31 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 5° 59 3/4" +49.0 -49.0 +46.2 -462 +43.6 -43.6 +41A -41.4 +39.3 -39.3 28 33 1/2" -6-4-63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE SIDE LITE O WIDTH GLASS TYPES A, B, C OR D 103/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 3/4" +64.5 -84.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.6 38 1/8" +35.2 -35.2 +352 -352 +35.2 -352 +352 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS TYPES: A. 3/80 LAMI (1/8" A, .090 PVB, 3/18' HS) B. 3/8" LAMI (1/8° HS, .090 PVB, 3/18' HS) C. 7/15° LAMI (3/18° A, .090 PVB, 3118"11S) D. 7/18" LAMI (3!18° HS, .090 PVB, 3/18" HS) ®2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/XO WIDTH = 731/2" MAX. OXO WIDTH =1091/2° MAX. XXO /OXX WIDTH =107 3/4° MAX. 0)0(0 WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8° WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. Q5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +87.6 / .67.8 PSF EX. B FROM TABLE 1. 0)0(0 WITH GLASS TYPE A 88" WIDE x 85° HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.8 / -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 83 3/4' WIDE x 80" HIGH DOUBLE DOOR WITH 28' SIDE LITES DESIGN PRESSURE = +43.1 /-43.1 PSF AB. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. Approved s complying with the Floridnr 1. 1 "G 0Q1 Daft NOM Miami Dade Product p1v�'F9.°a4 1 Fireqp as FIG 8114.107 8 FEVISPOWI.E2DEMO 61.691EG1ASS TYPESs ISIXEIZESMONOTESsADDN07®9a fl PRESSURESIUDCLYSREDNON.REENF. VERSION A REVEHNDIE},2 sa ADDNOTA7gV9TO MOLE IMPS. FRESSUREANDADAATT. OPS FOR MIXER RED/ MIX ENE DEXO t mFJC 2)22.107 a mere J.J. ors 1070 TECNNO OGYDR= INO03108, FL 91770 P.O. BOX 1529 NO COUO FL 941114 d r Vi 8fr Rester DESIGN PRESSURES 7ir ALUM. FRENCH DOOR & SIDE LITES, IMPACT saress FDI01 lebd 1X 2 d 10 ores. 11005-1 I B 7ii Rob•i, P.E. PE 039712 27 •••• • • • • • •• • • • • • • • • • • • • • • • •••• • • •••• • •• • • • • • •• • • • • • •• • • • •••• ••■• • • • • • • • • • • • • 73112° MAX r— MAX4. • •• • •SEE NOTE 4 • • OX OR X0 •• •• • •••• •••• 383/4' 1091/2° MAX. —+r SEE NOTE 3-— ° wilt -1E O (TY lE \ 1 XACT. // Er X INACT. i(iI) Er O o E{ �I 1 4 E/ E{ X , iE /I O SEE NOTE 4 71 3/4° MAX 24 9/18' MAX. DLO (TYP) OXO —SEE NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. 3. SIDE LITES OVERLAP 7C' AND 90C' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE ')(O','OX', OXO''XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 90C DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 6.646) (70X' DOOR = DOOR WIDTH/2 - 4.079) XX 143 3/4' MAX 38 314' SEE NOTE 3 MAX 36 We, I MAX III SEE NOTE 4 - G ▪ G OXXO SEE NOTE 4 4° C '•) DOOR DLO HEIGHT = HEIGHT- 113/8' DLO WIDTH 7C = DOOR WIDTH - 1218118' DLO WIDTH XX' = DOOR WIDTH/2 - 116/18° SIDE LITE DLO HEIGHT = HEIGHT - 11318' DLO WIDTH = WIDTH -31/8° A pill W hi :: :n.tt.l;aii with the tlue:dn ll, dtno Carte bate OL )_$' 2,70 7 NCiAa_ G' o Qy,rS.S kerdUs bois Arabs= FJC oaRREfflt4 RMUOLOAADFOJBMAS w.68: art prim= ALDIY.OFQ••AASFOR OOQRAADSKIEUIF.AODOOLRIIDDOL FJC 11IW07 A 66MF IIDE ilt)BOLTMDatPECNYWACT.MDWINALT. FJC 212207 JJ. 621/97 1007E1.7dYQLORYWOVE NOICOMAR.84218 P1113=1529 Dp!colial a 34274 Pc 4T Betel ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD101 sro .+e NTS 3 s 10 rage, 11005 -1 I B Robert P.E. PE #39712 Structural -1E O (TY lE \ 1 XACT. // Er X INACT. i(iI) Er O SEE NOTE 4 - G ▪ G OXXO SEE NOTE 4 4° C '•) DOOR DLO HEIGHT = HEIGHT- 113/8' DLO WIDTH 7C = DOOR WIDTH - 1218118' DLO WIDTH XX' = DOOR WIDTH/2 - 116/18° SIDE LITE DLO HEIGHT = HEIGHT - 11318' DLO WIDTH = WIDTH -31/8° A pill W hi :: :n.tt.l;aii with the tlue:dn ll, dtno Carte bate OL )_$' 2,70 7 NCiAa_ G' o Qy,rS.S kerdUs bois Arabs= FJC oaRREfflt4 RMUOLOAADFOJBMAS w.68: art prim= ALDIY.OFQ••AASFOR OOQRAADSKIEUIF.AODOOLRIIDDOL FJC 11IW07 A 66MF IIDE ilt)BOLTMDatPECNYWACT.MDWINALT. FJC 212207 JJ. 621/97 1007E1.7dYQLORYWOVE NOICOMAR.84218 P1113=1529 Dp!colial a 34274 Pc 4T Betel ELEVATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD101 sro .+e NTS 3 s 10 rage, 11005 -1 I B Robert P.E. PE #39712 Structural •••• • • • • ,• • • •• • • • • •••• • • • • •••• • • • • • • • • •• • • •• • • • • • • • •• •• • • • I••• • • • • • • I••• • • • •• • • • • • •••• • •• • • • • •••• • • • • •••• MAX. DLO INTERIOR MAX. DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL SL VIEW G-G CORNER ASSEMBLY Apppwei n complying with ON Drce del' 1 Zo07 ., NOM o)- ,L ? Q, /0 Mimi Deck product Omni 4 flondir F!C Dassar F.K FJC fisitIase e NO WAAGE MB 0E0: Dew Dos 2122/07 Mali= A 810WDOWA. HOLIOW HEAD 8ECMONATOOWIEtATSSIBLY meow* e2• 1 7ECHNOLOGY DRIVE NOKOMAX113076 F.a 8¢X! NOKOMIS, FL 374 Pc GT EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LI1ES, IMPACT FD101 I1/x1 4 a10 Ameglak 11005-1 B •••• • • • • • • •• • • • • • . • •••• • •• •• • • • • • • ••• • • • • •• • •• • • • •• • • • .•• • • • • •• MAX. 7OC WIDTH DOC SECT. C-C HORIZ. Fr- MAk . 1 DLO • • • • • •• • • • • • •••• • •• • • • • •••• • • • • •••• MAX. SL WIDTH -�I 'X' SECT. D -D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 8 2 FOR APPLICABILITY MAX. SL WIDTH INTERIOR n v EXTERIOR MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Approved as complying with the Florida Bean od Date C. I ap NOM Moil Dodo Product // BylS4r.5 1. �AN1a estrAtw •..r•F Amu Nis FX EX FJC Odee tholdette dialog B NOCHAAOE THE Sig7. Maw bac 9!12/07 A Omega By J.,L ADD MOOR MCC UM 0BECTIONE 8MOLE LIr6'roSECT..PF 10707E HNOLOOV0RAN /JOIE AWN P.O. BqX 1828 ND S R. 34274 Pc aT 1 VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT FD101 sow. sme 1/2X I 5 d 10 I°�° 110055-1 mor B ;It 7� qI/ Robert L P.E. PE 030712 abuctund • • • • • • • • • •••• • • • •• • •••• • • •••• • •• • • • • • •• • • • • • • • • • •• • • • • • •••• • •••• • • •••• ITEM DWG 8 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 • 24 • !6 1118 • 27 7870 • X30 9400 •• Zip �1E • 1.6 1178 • 1 SR'91 • 86.1130 • • XL •990 37 914A •••vy•• ••8.997 • 4 • 141 42 43 44 45 48 47 48 49 50 51 52 53 54 55 Ramie, err PGTS 9436 1010 7070' 955= 9387° 956_1 995 952AI 11000 16703 11004A 11001A 11002A 11003A 9150 1010 6808 1140 1048 60411 6Q300 ." 67070K 7955X 7938X 7956A 7832X12FPXP 70998 6533016 611O00M 671670 611004M 411001A 411002A 411003A 60380 6Q300 66608M' 78X112PSATS 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 9832X.500 PH. FL. MS - S.S. W /S9.ICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWNG THRESHOLD WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY832011) OUTSWNG THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 6061 -T5 #8 X1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT 710X34PFA 810 X.750 PH. FL. SMS 67070K BULB WEATHERSTRIP .187 X.300 HIGH 6910 DOOR PANEL, TOP & BOTTOM RAIL 6911 DOOR PANEL, SIDE RAIL 7FRMO HINGE EXTRUSION 71058FP W,B 810 X.625 PH. FL SMS 3A 60378M TRUSS CLAMP BTRODA 5/16-18 THREADED ROD 7990NUTA 5/16-18 FLANGED HEX NUT 60379M WEATHERSTRIP CHANNEL 7834FPT 88 X.76 PH. FL TEK 70997 GASKET (BETWEEN PANEL HEAD /SILL & PANEL STL-ES) •1023 9168 679243 WSTP., .187 X.260 HIGH, FINSEAL 1145 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 76X12FPAW 68 X .500 PH FL SMS TYPE BDS 1212 7P30G3 SILL DUST PLUG (INACTIVE PNL) 983B 6983 DOOR PANEL ASTRAGAL 1 (OUTSWNG) 9846 6984 DOOR PANEL ASTRAGAL 2 (OUTSWNG) 1213 6Q200K WSTP.,Q -LON .190 X200 HIGH 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 1139 7634F 88 X.750 PH. FL SMS 982 FD2PTAY 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 931 7FRSPX DEADBOLT STRIKE PLATE 1118 710X34PFA 810 X.750 PH FL SMS 957 70957X HANDLE STRIKE PLATE 1118 710X34PFA 810 X.750 PH FL SMS ITEM DWG 6 PGTS DESCRIPTION 60 9203 69200 SIDELITE HEADER 81 9210 8921 SIDELITE SILL 916B 60381 SIDELFIE JAMB 1155 781PQA 88 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING *70998) 85 999 7999 SILL GASKETS (STOCKING *70999) 934A 61641M SIDELTTE JAMB ADAPTER 67 812 X 1.000 SHEET METAL SCREW 70 712653K SETTIING BLOCK, 3/32" X 1/4' X1" W/PSA 71 71267K SETTING BLOCK, 1/16' X 1 /2' X1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8' 92 988 84888 BEAD, INTERIOR 93 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8' LAMI - 1/8' A, .90 PVB, 3/16' HS GLASS, 3/8' LAMI -1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16' HS 98 GLASS, 7/16' LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A I41108A ACETAL SPACER .295 ( NHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK 360 13 oUTSWING THRESHOLD CHANNEL COVER 6083 -T6 1.000 650 IT25i 0 TUBE MULL 6083 -T5 Approved se co,plyteg with the Florida Studio Cale oM D Oa imam a�imam de Produce Bgrani 1. JZ:fTd FX F.K FF IG £!7807 w1& 0 NnawwtETrISSiEET. ftwalltr r. &kW ear Rsolaes w 11731162CEMBOLFA DINAC lNBFAA®.Ot3.YIMMO. 10707893PG.GGYa%'dE NatONS.a34275 F0. l f34 09 R 3CdTI PEG" Visibly Bem► swims PARTS LIST ALUM. FRENCH DOOR & SIDE LIIES, IMPACT FDI01 17%D(I 6 d 10 I �� 11005-1 I B L. CPA. PE rE 89712 Structural •••• • • • • • •• • • •• • • • • •••• • • • • • • le • • • • 4.626 4.000 4.100 1.750 4.728 4.100 4.675 0 DOOR PANEL DOOR PANEL J' 3Q TOP & BOTTOM RAIL 81 SIDE RAIL 808375 808376 O DOOR PANEL INTERIOR ASTRAGAL 6083 -T5 • • • • •• • •• • • • • • •• • • • • • •• • • • • • •••• • • • •••• 1.500'�{ 1 .1251 1 .550 r f .750 .050 FILLER HEAD ADAPTER 6063-T6 •••• • • •••• • 3.000 • • 2 • • • • 1 FRAME HEAD 6063-T6 J 1.479 J 3.000 11 OUTSWING THRESHOLD 0083-78 TRUSS CLAMP 8063-T5 4.675 i ODOOR PANEL EXTERIOR ASTRAGAL 606345 7/16' GLAZING BEAD 6063 -T5 x--3.100 I 6.085 8O SL HEADER 606346 81 SL SILL 6083-T8 20 DOOR FRAME, JAMB 606378 —1.578 - 1.890 3.000 82 SL JAMB 6063-T6 2.9 80 .050- g 50 JAMB 88 ADAPTER 6063 - 6 37 WEATHER STRIP CHANNEL 6083 -T6 92 HINGE 606345 0.375 .125 ApprENTA s compiling with the Florida IkuillaiCada Date coez i.e 'Zoo? Miami Dad. Product C, ,W el I . at4NaL Bea rraam Andlas B AOf7•gtIEMISSHEET. DAY Lair 2112/07 Radar • A JJ. ADO WOO. TOddadmetXAS9 BED VIM 70 HOW SO db 4.4MN Dec 821/07 1070 TBAIVOLOGYOR • P.O. agsaa FL sax Pc;T VQdbh' Beer EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDELITES, IMPACT 1 1/2x 1 7 d 10 IB+ralb }} } FD101 a'* B •••• • • • • • •• • • • •• • • • • • • • • •• • • • • • • • • • • • •• • • • • • • •• • • • • •• • • • •••• •••• • • •••• JAMB ZONE "A" HEAD I ZONE "C" I JAMB ZONE 'A" HEAD I ZONE 'D'IZONEE'D" I JAMB ZONE °A° XX SILL ZONE'C' SEE TABLE 3., SHT. 9 HEAD HEAD ' HEAD • ••�ZONE1 -- ZONE 'F,--- ZONE -f • • "E' •E° • • •• •• • • •t ••;it ••.' • 0 •• m •• •a, • • •• • • • • • • • , SILL }- ZO�NE�ZONE'F"�ZOE E-} SEE TABLE 7., SHT. 9 NOTES: SILL SLL ' ZONE "D" ZONE °D" SEE TABLE 4., SHT. 9 z N m I ZONE" O HEAD HEAD I ZONE ZONE 1 z N T' ZONE "E' 1 �1- ZONE 'D' 11 ZONE 'V ' SEE TABLE 5.. SHT. 9 SEE TABLE 8 , SHT. 9 // /• XO OR OX w 0 m PLUS. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 833/4' SIDE LITES °B' AND 'E° ZONE ANCHORS FROM TABLE 7, SHEET 9. HEAD HEAD HEAD I__ zo HEAD °� zoN ZONE-4 ZONE —t—ZONE fiz 1 L_ZONE°D•�ZONE�ZO E-4 SEE TABLE 7., SHT. 9 B. 71 3/4' x 83 3/4' XX DOOR ZONE 'F' ANCHORS FROM TABLE 4, SHEET 9, EACH °F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1 /A. lIR >• � { JAMB ZONE IV -I .... // \, 1 OXX 1 JAMB <XXOOR \ / L_ZONE°D•�ZONE�ZO E-4 SEE TABLE 7., SHT. 9 B. 71 3/4' x 83 3/4' XX DOOR ZONE 'F' ANCHORS FROM TABLE 4, SHEET 9, EACH °F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1-ZONE-1-- t —;-ZONE-4 ZONE 'F'ZONE'F' SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4'H UNIT, 71 3/4'W 70C DOOR WITH 19'W SIDE UTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4' ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114' MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 8' MAX FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8' MAX FROM CORNERS AND 24 3/4• MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approval ea corop!;,og Kids the Florida Otto aor� NOM o Miami Dade Product / [++aS I . (.441410- DX. ra.ol.e Aemaeav FJetc PA: F.IG Oft •ABG7 flaikax NOCOWI E7198MET. pax IMMO CHNGEWPCR GJC ANCHOR ZONEFRC&WM fl: ADD ANCHOR Y VES 70 BOUT= 28397 axoludO Taw 1070763d•A.00YORM NOccMM9 831178 P.QEOx1® NOXOIBS 8.34774 ANCHORAGE CONFIGURATIONS law ALUM FRENCH DOOR & SIDE UTES, IMPACT selmsext F0101 I NTS 18+ 10 I D."1" 110051 11 X R lIR >• � .. .... .. .. 1 X / / /OXXO \ s i°s. IB ZONE t X z > 2 m t K ` \ / / / 1 yi g, x Y . fe - Y WY Y Y -o- 1-ZONE-1-- t —;-ZONE-4 ZONE 'F'ZONE'F' SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4'H UNIT, 71 3/4'W 70C DOOR WITH 19'W SIDE UTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE 1.1/4' ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114' MAX. FROM CORNERS AND 231/8' MAX. O.C. HEAD & SILL OF DOORS: 8' MAX FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7 /8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8' MAX FROM CORNERS AND 24 3/4• MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. Approval ea corop!;,og Kids the Florida Otto aor� NOM o Miami Dade Product / [++aS I . (.441410- DX. ra.ol.e Aemaeav FJetc PA: F.IG Oft •ABG7 flaikax NOCOWI E7198MET. pax IMMO CHNGEWPCR GJC ANCHOR ZONEFRC&WM fl: ADD ANCHOR Y VES 70 BOUT= 28397 axoludO Taw 1070763d•A.00YORM NOccMM9 831178 P.QEOx1® NOXOIBS 8.34774 ANCHORAGE CONFIGURATIONS law ALUM FRENCH DOOR & SIDE UTES, IMPACT selmsext F0101 I NTS 18+ 10 I D."1" 110051 11 •t_ • • • • • •• • • ••••• • • • • • •••• • • • •• • •••• ®6t • • • •• • • • • • •• • • • •• • • • •••• •••• • • • • • • • TABLE 3. X DOORS GLASS TYPES ANRpR TYPE & SUI3VIRATE A, 0,C,D OD 1.2 COdC TABLE 4. XX DOORS TABLE 6.0 SIDE LITE (ALSO X DOOR OFXO& OX) . GLASS TYPES A 9, C, D GLASS TYPES ANCH3R TYPE ANCHOR 8 SUBSTRATE 23, WOOD 1,2, CO NC 8 m 2,3, W000 A. B, C, D 1,2, CONC TABLE 6. XO & OX GLASS TYPES A, B, C, D ANCHOR lYPE 8 SUBSTRATE 2,3, WDOD 1,2, CONC TABLE 7.0X0, XXO OXX S OXXO GLASS1YPES A.B. C, D ANCHOR WPE SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOADZDNES 'X' - 25.60 TO 37.50 WIDTH x Ht 1 0© 25.50 x 79.76 83.76 87.75 91.76 95.76 27.50 x 79.76 83.75 87.75 • • 91.75 • :96.75 29.50 1 79.75 • • 83.75 ••••87.75 • • ••91.75 ••••95.76 Vida, x 79.75 • 83,76 ••• 8775 ••••91.75 • ••••95.75 33014 x 79.75 • •83.75 •87.75 91.75 95.76 35.5E x 79.75 t 83.75 87.75 91.76 95.75 37.50 x 79.75 83.76 87.76 91.76 95.75 X 70P - 47.75 TO 71.76 W UTH x HT. 6 2 7 4 6 2 7 4 6 2 7 4 6 2 7 4 5 2 7 4 5 2 7 4 6 2 '7 4 6 2 7 4 6 2 7 4 5 2 6 4 6 2 8 4 6 2 8 4 6 2 8 4 6 2 8 4 5 2 8 4 8 2 8 4 8 2 8 4 6 2 8 4 7 2 10 4 6 3 8 4 8 3 8 4 6 3 8 4 7 3 10 4 7 3 10 4 8 3 8 4 6 3- 8 4- 8 3 -8 4 7 3 10 4 7 3 10 4 6 3 8 4 8 3 8 4 7 3 10 4 7 3 10 4 7 3 10 4 41.76 x 79.76 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 65.75 x 79.75 83.75 87.75 91.75 95.75 59.75 x 79.75 83.76 87.76 81.76 95.75 63.76 x 79.76 83.75 87.76 91.76 9,5.75 67.75 x 79.76 83.75 87.75 91.75 9575 71.76 x 79.75 83.76 87.75 91.75 7 96.75 7 I 4 3 6 4 2 3 WIDTHS LOAD ZONES "Cr - 10.75 TO 38.75 WDTH x Hr. DOOR WDTHS 9C - 25.50 TO 37.50 SIDE LITE LOAD ZONES WDIH x HT. 81 l I 0 DOOR WDIHS 9C - 26.60 TO 37.60 LOAD ZONES %O( - 47.76 TO 71.75 0, SIDE LflE 009TH x Eu E. 5 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 10.76 x 79.76 83.76 87.75 01.75 95.75 4 1 4 1 4 1 4 1 4 1 4 4 4 4 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 2 3 8 4 7 4 3 6 1276 x 79.76 83.75 87.76 91.75 95.75 4 2 4 2 4 2 4 2 4 2 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 6 4 8 4 3 5 19.00 x 79.75 83.76 87.75 91.75 05.75 4 2 4 2 4 2 4 2 4 2 5 5 8 4 2 3 6 6 8 4 2 3 8 6 8 4 3 5 6 6 8 4 3 6 6 6 8 4 3 5 21.76 x 79.75 83.75 67.76 91.75 95.76 4 2 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 21 2 10.75 x 79.76 83.75 87.76 91.75 95.76 4 4 4 4 4 12.75 x 79.76 83.76 87.76 91.76 95.76 4 4 4 4 4 19.00 x 79.75 83.76 87.75 91.75 95.75 4 4 4 4 4 4 2 5 2 6 2 6 6 8 4 2 3 8 6 8 4 3 6 6 5 8 4 3 6 6 6 8 4 3 5 7 6 10 4 3 5 27.75 x 79.75 83.75 87.75 91.76 95.76 6 5 5 6 2 2 2 2 4 4 4 4 4 4 6 2 8 6 8 4 3 5 6 6 8 4 3 5 6 6 8 4 3 5 7 8 10 4 3 5 7 6 10 4 3 5 38.13 x 79.75 83.75 87.75 91.75 96.75 8 8 7 7 7 3 3 3 3 3 4 4 4 4 4 4 4 6 5 6 4 3 6 6 6 9 4 31 b 6 AaadVA eirolft Fx Des WNW .tans 5 9 4 3 5 6 10 4 3 S 6 10 4 3 6 38.75 x 79.76 83.76 87.76 81.76 95.76 8 6 7 7 7 3 3 3 3 3 4 4 4 4 4 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 21.75 x 79.76 83.75 87.75 91.75 95.75 4 4 4 5 6 2 2 2 21 2 2 2 2 2 2 3 3 3 3 3 3 3 3 27.75 x 79.75 83.76 87.76 91.76 95.76 6 5 6 6 6 38.13 x 79.76 83.75 87.75 91.76 95.75 6 6 7 7 7 3 3 3 3 3 3 3 4 4 5 5 38.75 x 79.76 83.76 87.75 91.75 95.75 8 8 7 7 7 5 4 4 5 5 5 4 2 4 2 4 2 4 2 4 2 44 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 re 5 Fen 0 O us W 0 a 2 6 10.76 x 79.75 83.76 87.76 91.75 95.75 4 4 4 4 4 12.76 x 79.75 83.76 87.76 91.76 85.76 4 4 4 4 4 19.00 x 79.75 83.75 87.76 91.75 95.76 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.76 95.76 4 4 4 5 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 5 3 - 27.75 -x 79.75 - 83/5 "87.75 01.76 95.75 6 3 5 3 6 6 6 38.13 x 79.76 83.76 87.76 91.76 95.76 6 6 7 7 7 3 3 3 4 4 6 6 6 36.75 x 79.76 83.76 87.76 91.76 96.75 6 8 7 7 7 4 4 6 5 6 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4'2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 = "2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4_ 3 APPROVED ANCHOR TYPES: 1. 114' ELCO TAPCONS 2.114' ELCO 684 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (35) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. W 01106 1A.7 Appmred as complying with the gato a�T /Pty 2on7 MiD7dt Q,Mmi aPmv Ilrira41 1. LL k .1._ Ns•I= e N OCHANGETTNS37SET: •amxx FX. Oar 1N.rax< A A00SLSOT44BWTT*BIECTDT#BIE4.'Y. ai4N1TSEiBIE /GA02OIIE 9CTO'D'AMDCOUDJ AODTTCWAAk,70R a F.K 1/77/07 Chidadl$ 10707621NO OGYDRWE NxT1ml113, 1134270 p. 1520 FL 3m4 PST fib%! BeTfer ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR 8 SIDEUTES, IMPACT AreAlatk FD101 � eer NA a d10 16110051 I B .••• • • • • • •• • • • • • • • • • • • • • • • •••• • • •••• • •• • • • • • •• • • • • •• • • • •••• • a •••• 2X WOOD BUCK, NOTE 2.1 3.4 KSI MIN. CONC. 1X WOOD BUCK NOTE 2 2X WOOD - BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK. NOTE 2 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 316' • :1/4" MAX. SHIM —1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, • PATE ••• • • 2X WOOD -4 BUCK NOTE 2 • • •: • 400R JAMB (WOOD) •• •• • • WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT, 1X WOOD BUCK NOTE 2 1 3/8" TYPE 1 1 314" TYPE 2 3/8° MIN. 1/4' MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4' MAX - 1 SHIM —r 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8' TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE L TE HEAD (CONC) 1 314• TYPE 2 (GONG) ,I 1 114• TYPE 1 OR 2 (CMU) 1/4" MAX SHIM _ 1/4' MAX SHIM I 1 3/8' TYPE 1 (CONC) r 13/4' 1 3/4' TYPE 2 (CONC) ' r MIN. ED. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1 3/8' TYPE 1 1 3/4' TYPE 2 1/4' MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/4' MIN. E.D. jt A • • • 1 3/4' MIN. E.D. . °• • 13/8' MIN. CONC. ANCHOR, NOTE 1 1.6 KSI MIN. CMU OR 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4' MIN. E.D. CONC. ANCHOR, NOTE 1 NOTE 3 r1/4' MAX. 1 3/8' TYPE 1 1 3/4 " TYPE 2 x nti:e• L -L1 314• IN. 3.4 KSI MIN. CONC. f E.D. DOOR SILL (CONC) 2X WOOD BUCK NOTE 2 DOOR SILL (WOOD) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 13/8° MIN. (TYPE 1) OR 1/4' SS4 CRETE -FLEX EMBEDDED 13/4° MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4 ". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4° SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2' THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON - METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 1S WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM 1 318' MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.41(81 M CONC. 1/4" MAX SHIM +: I..- 13/4° MIN. ED. SIDE LITE SILL (CONC) 3/8" TYPE 1 3/4 ' TYPE 2 NorMSA Approved as owept.:ag with toe Florida Bidding Code Dote r1 CT Iti 21,0 NOM o -d ,E9. !O Miami Dude Product Control Ire Dolt AN407 oda RAAtos • A Oh.eemBle JJ. NDCFMAME7flDMEET. 6PPR TOW 1&2EMBED. ON ONO WAILS. SP_ TYPE 2 A SON•000 DEOULA NCNIKI TYPES TONOIEf. mix IWO TECH/CLO 'DRIVE NOKOMIS, A 34275 P.O. KW fit A SQ74 Vidbb ReM r ANCHORAGE DETAILS »a ALUM. FRENCH DOOR & SIDE UTES, IMPACT NTS 110 0 10 I•"'""' 11006.1 B MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) DAB DOORS INC. 12195 NW 98th Ave. Hialeah Gardens, FL 33018 MAIM-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1D). This NOA shall not be valid after the expiration date stated below. The BCCO (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 BCCO 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: Sectional gidential— Gauge Door -16' Wide. __ APPROVAL DOCUMENT: Drawing No.98 -05, Sheets 1 4 through 'of 4, titled "Sectional Residential Garage Door," dated 02/23/98, with last revision on 05/20 /05, prepared by Al- Farooq Corporation, signed and sealed by H. Farooq, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Larvik, Small - Missile— - - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. 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 chill be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candid,. Font PE. • • • • • •• • • �� °• l`I •.• • • • •• • • • •f, • • • • • 05.0217.01.:1 • • • • • • • • : Expiration Date: July 21, 2010 • • Approval Date: July 21, 2005 Page 1 • • • • •• • • ` �*1,ln; "• • a q.• •1 p:( =' • • •, • a • • • •• • • • •• • •• •• ••• • • DAB DOORS INC. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Drawing prepared by Al- Farooq Corporation titled "Sectional Residential Garage Door", Drawing No. 98 -05, dated 02/23/98 with latest revision on 05/20/05 Sheets 1 through 4 of 4 signed and sealed by H. Farooq, PE. B TEST 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 03 -1328 dated 07/15/03, signed and sealed by R. E. Droz -Seda, PE. 2. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., report No. HETI 03 -1329, dated 07/15/03 signed and sealed by R. E. Droz -Seda PE. 3. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, report No. HETI 03 -T078 dated 10/31/03, signed and sealed by R. E. Droz -Seda PE. C CALCULATIONS 1. Anchor calculations, prepared by A1- Farooq Corporation on 05/10/01, Sheets 1 through 4 signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing, Inc Report No. HETI 04-A002, dated 09/27/04 signed and sealed by R. E. Droz -Seda PE. 2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 04 -T251 dated 11/29/04 signed and sealed I. Ghia PE. 3. Test Report on Self- Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material" prepared by ETC Laboratories Report No. 04- 761 - 15019.0 dated 05/06/04 signed and sealed by J. L. Doldan PE. E STATEMENTS 1. Letter of Code compliance prepared by Al- Farooq Corporation, dated 01/25/05, Signed and sealed by H. Farooq, PE. 2. Letter of No financial interest prepared by Al- Farooq Corporation, dated 01/25/05, signed and sealed by H. Farooq, PE and notarized by V. Be n; id, • • • • • ••• •• • • • • • • •.� --' a 7///`05 Candido F. Font PE. • • • • • • • • • • • • • • • • Sr. Product Control Examiner • NOA No 05- 0217.02 • • • • • • • • • • • ' .. • • . • Expiration Date: July 21, 2010 Approval Date: July 21, 2005 E -1 ••• • • • • • • • • • • •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • •• • •• ••• • • 7 -1/2" X 3° X 071° GALV. STEEL END ROLLER HINGE W/ (8) #14 X 5/8° SMS TOP FIXTURE 5-1/2" X 2 -3/4' X 0.1' STEEL PLATE WITH ONE 5/18 -18 MS W/ NUT FASTENED TO END STILE WRH (6) #14 X 3/4" SELF DRILLING SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE 7 -1/2' X 3° X .071" V. STEEL CENTER HINGE W/ (4) 014 X 5 /8" SMS LOCK 2/ DOOR 1' W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 % 1 /2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE LE & NICO -PRESS SLEEVE R IN. 5 TO 1 SAFELY FACTOR 7°X3 "X0.1° WITH (4) STEEL PLATE SELF DRILLING CENTER STILES SEE SCH. 'A' r A II�II 1=1 II�II ICI Il�d Ilii� II�II � CI Ire Y NVI � nod Iii � li■�d � i.�i � limed � Ind � li�il limed . • • To O • (15 L • •4•A Q� C •- z co t E MCI 18 g oz •rO • • BRACKET STD. UFT DOOR DOOR HEIGHT CONSSTS OF W -8" 2 SECTIONS 18' 2 SECTIONS 21' 8' -9' 1 SECTION 18" 3 SECTIONS 21° 7' 4 SECTIONS 21' - 7-3" - - 7'-8' 5 SECTIONS 18' - 7-9" 4 SECTIONS 18' 1 SECTION 21" it 3 SECTIONS 18" 2 SECTIONS 21' 8-3' 2 =nom 18' 3 SECTIONS 21' 8' -6" 1 SECTION 18 4 SECTIONS 21' 8'-9" 5 SECTIONS 21" - 9" 8 SECTIONS 18" - 9' -3' 5 SECTIONS 18° 1 SECTION 21" 8'-8" 4 SECTIONS 18' 2 SECTIONS 21" 9' -9" 3 SECTIONS 18° 3 SECTIONS 21' 10' 2 SECTIONS 18° 4 SECTIONS 21' 18-3" 1 SECTION 18" 8 SECTIONS 21' 18-8" 8 SECTIONS 21" - 10"-9" 8 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18" 2 SECTIONS 21' 11' -3" 4 SECTIONS 18` 3 SECTIONS 21° 11'-8" 3 SECTIONS 18' 4 SECTIONS 21' 11 " -8" 2 SECTIONS 18" 5 SECTIONS 21' 12' 1 SECTIONS 18" 8 SECTIONS 21' 12 " -3" 7 SECTIONS 21' - 12' -8" 8 SECTIONS 18' 2 SECTIONS 21" 12' -B' 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' -3" 3 SECTIONS 18° 5 SECTIONS 21" 13*-8" 2 SECTIONS 18' 6 SECTIONS 21• 13"-9" 1 SECTION 18" 7 SECTIONS 21' 14' 8 SCT01S 21 - 14' -3" 8 SECTIONS 18" 3 SECTIONS 21" 16-8' 5 SECTIONS 18' 4 SECTIONS 21" 14 "-8° 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 8 SECTIONS 21" 18-3" 2 SECTIONS 18' 7 SECTIONS 21" 18-6" 1 SECTION 18' 8 SECTIONS 21° 15' -9" 9 SECIIGNS 21" - 16' 8 SECTIONS 18" 4 SECTIONS 21' BRACKET LOW HEADROOM DOOR OPTION • • 7-7/8" X 3 -1/8° X .010' STM PLATE WITH (4) #14 X 3/4' 5D5 CENTER STILE OUTSIDE HANDLE ENO STILE OPTIONAL VENTS (3) 5' WIDE AT 7" 0.C. MAX. OPNG. AREA NOT TO EXCEED 120 SO. IN. LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .187 X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN !IMO 9' -1" TO 11-10' I-J 170OR WIDTHS ®II ®IIII•IM 12' -0" TO 13' -10" DOOR WIDTHS OPTIONAL FLUSH FACE WOOD GRAIN DESIGN LyA MAX. DOOR WIDTH 16' -2" • • • •••• • • • INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT SCHEDULE OSTER STIES CONFIGURATION 0008 WIDTHS # OF CENTER STILES 8'-0" TO 8'-O" 2 9' -1" TO 11' -10" 2 12'-0" 10 13" -10" 3 16-0" 10 18" -10' 4 15' -11' TO 16-2' 8 IIM1II III — ®L 1110 U•il II�II 14' -0" TO 15 " -10° DOOR WIDTHS • DAB DOOR mew, 1324.• • MAX. SIZE 16 " -2° WIDE X 16' -0° HIGH' 24 GA. ROLL FORMED STEEL • DESIGN PRESSURE RATING = - 4� 8.SF ` 52. SF GENERAL NOTES 1. THIS PRODUCT HAS 6EtaM DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDWG CODE 2004 EDITION INCLUDDIG IOW VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS BEEDHQCT TO BASE MATERIAL SHALL BE REWIND WALL DREE660 OR STUCCO. 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PMT OF 1)41 APPROVAL. 5. A 339 INCREASE IN ALLCIH'ABLE STRESS IS USED W DESIGN OF WOOD ANCHORS ONLY. Emir: 08. HUMAYOUN M000 FLA. #18557 CC.NAN. 3538 0 8 2005 DOOR WIDTHS drawing no. 98 -05 (sheet 1 of 4 • • • • • • • TI ••• •• • • • 4 AGE 34.14$) • •••1 • •••■ • • • •••• ••• • • ••• • •••• • •••• • • • •••• 150 -86 ou ouyaup p1 o n 0 • O p o 1 0,0 u),,„ •+• m es. p • 3> ••• ••G,1[ • u 0 ••m •G) • m • • •• • •i 010, -u' -z ag 5.033,0 t» >c 0 $> InO R. co IQZ r�O �� 00 O V Z m c" --179 mat3 = Iate64 NMI exam SW 9-0 NfU 1069 3d 'VIA 000364+3 1109 SS 06-$%l 13*OVNEI 934 ('6499 Ed 0000 51400 0119 03830 1194 ,2 X90118 031114 .113030 019 03833 1499 .2/1-5 140143N6 1109 3003M SN3MOd 110 .9/2 13A31 31.3 lV 03NOWSOd 3111.S 2I31N33 M S310H NI0 .9116 N1 O311V1SNI ,311VMONVH AINf133S 30V1HDS, A8 8 0 0 000 40 3 • •• •• • • • • 13NV4 U.S ' .460' •• 31115 0143 • • •• ••• • • • • •• •• • •• • • •• • 631113 .91 N04 (5) 531ILS .16 No4 (9) 9'0 .a 114 513AIN 404 .91/2 3015 .6 x 1/10 4Y' /M 56431108 1331S ,05' X 150 .28'1 3014114 NOTION 0913 .110' x .Z /1 -1 0 -8 NOLL33S 306493 9311430 1331S 'ATM ,050' X .2/1-1 301S 1OIi131NI 146143 8011031 NO 03TIV1SNI /1164145/14 ,9 /L )1301 T 1114 SSIINL .9 /5 X OZ-4 1 /M 539414 )336331 �01. 03N3LLVd X3VN1 1331S 'AT .810' X .1 X B/ 1 -2 MOMS N04 £ 133145 335 X3361 13315 .01 t- 0' X .Z E X .91/£ -2 x .Z .9/1 -1 33NV1S10 3003 'MN ,£ iivi3a 33S SL3611 63ITIV .91/6 (9) NO (6) OW S4V1! HIM 51331V41 01 103NNOO 51115 0143 13313 .640' X .6 /1 -6 X .2 X ,4/£ 0NI08104N139 NOLL33S 401 1195 06411910 5135 .1../5 X 91 # 141104 /M 3111501301036 5195 .9/6 X91 a 031 /M 53105 313I03maINI 11311113A 01 03N31SV4 MULL SSGN1 ON1390.11436i wan 13316 'AT9 .2 X .9/2 X .9 /1 -2 X 40 91 '9'0 .1 531014 03HONnd .Z /t 73NV4 113A0 11439 541614 13NVd 13315 VO aZ 30641H /9 'SN'S .9 /5 x al I •13•• clod sons .91/2 (4) /M 13146d 01 03136131 OW 03130 `31115 13315 .690' x .9 /0 -2 x .171231 513NN 404 .91/2 (4) HIM 31115 (1143 01 031411335 ONV 13364 01. 031110 1331+ 0339103 .850' X .4/6 -1 X .2 /1 0N10210411331 SNOLLO3S 31V10311L131N1 535 03111910 4135 .4 /E X 91 1 641103 /M 31111 O03 01 0146 .5WS .8/6 x 4t 1 OK /M 531113 31190154311,11 'N90N3A O1 03301564 55311 55311 1111921034133 Ntl8'n 133115 553 .2 X .9/2 x .9/1 -2 X 1113 91 3135 9/6 9941 13364 64363 40 6301108 1P 4101 33M. N340 19 9911 .9/2-1 X .6 /1 s 540 3M41 NN3H1110S V 34A1 06314 31313V3 10414 M3NOS Otl1 .9/5 -1 X ,91/5 HIM GMT OOOM 01. 03N315V4 13140369 X3491. 13315 1SNI N000 .A9 0141010063 401.5 16640840 ONIOi104N13N (3601108) NOLL33S 1St OMd4MLS23H1V3M 31399111 ONV 51) .99 15 S'N'S .1 x .9/1 Num 31614 63116 950' Td4S NO1108 ONR9NO 4135 .4 /E x 9-11 33314 /M 31115 080 01 ow '564'5 .9 /6 x at}, 0341 /M 53111.5 31M0318 3111 163031341 01 036431564 593331 13314 40 13301.108 0 55311 1133504N011 869'n 13315 %1160 .6 X .0/6 x .a /1 -2 x AGO' 3 09IT1910 4135 .a /£ x t1# 313104 /M 31115 0643 01. 01646 '563'5 .8/5 x 911 0M1 /M 97115 31V103NN3Ull 1631133A 01 03133/364 5911811 13364 40 401 0 55311 0N102104N99 41/95 13315 3160 .2 X .a /£ X .9/1-6 X 7O at •••• • • • •••• • ••• • •• • •• ••• • • • •• • ••• to POP RIVETS Y 14 GA. GALV. STEEL ADJUSTABLE SUDE FASTENED TO BRACKET (��,_ Wes/ 5/18-18 %_3f4° HEX HEAD NUUTtSS.. 5/18' X 1 -5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT AS REDO. 5/16" SLEEVE ANCHORS CAST ALUM. BY DOOR INSTALLER WITH 1 4' CABLE DRUM CENTER SUPPORT REOD. ON DOORS ,+� V o o � 01 -1 EMBED INTO MASONRY / 3 PER l7RACICEf O II EXCEEDING 8 FT. IN HE \,�O - O )RATION RODUCT DESIGN (305) 262 -6978, 00101,00....... DOUBLE TRACK • LOW HEADROOM OPTION II '� _ HORIZONTAL REINFORCEMENT 2 -1/2" X 4-1/4° X 13 GA. STEEL PLATES WELDED TO 1 -1/2' X 1 -1/2° X 14 GA. ANGLE ' FASTENED TO TRACK , WITH (4) 1/4-20 5S. BOLT & NUTS 4,10 _ HORIZ. TRACK LENGTH o OPENING HEIGHT PLUS 12' _ = 1/2' X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO II VERTICAL STILES VATH (2) 3/16" POP RIVETS 2-3/4" X 5-1/2' X 3' X I DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 82 B3 B4 55 BB 57 IBS 1OQ COP UWNERS ' AVE DA 33174 14 -8100 F 8 °-O" 18° 18 " 1B' 18" N/A 1° 11-3/4" 23' 34" 45° 56' 87° - 6' -8° 21' 18° 18' 21° N/A 1° 11 -3/4° 23° 34° 45° 58° 67° - - .704° GALV. Sim- TOP ROLLER BRACKET (DOUBLE' FASTENED W/ (8) # 14 X 5/8 S.MS. 2' X 5 -1/2° X .104" STANDARD LIFT RS GAII.V. STEEL FASTENED Iii/ (4) 9LLE4R xBRAC8i4'T FMDR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4" X .058" FORMED STEEL GLUED PANEL AND FASTENED W I _ VERTICAL STILES WITH (2) 3/16" POP RIVETS 1 5/18° MEETING RIB 1.82' DI0 X .50' STEEL ROLLERS ®. - W/ .44 DIA X 5° STEM 0 z OPTIONAL MSUlAT10N5 O E 'APACHE PRODUCTS CO' P ANDED P01151YRENE N.0.. #01-1108.09 OR ISO -25 POLY- 150CYANUFAIE II_ DD 0 BOt Z 0 PCF O o C 7-0" 21" 21" 21" 21° N/A 1' 11 -3/4 °' 23° 34' 45" 56' 67° 78 -1/4° I T -8' 18' 18° 18° 18" 18' 1° 11 -3/4° 23" 34' 45° 56" 87° 78 -1 /4° 8'-0° 21° 18° 18° 18' 21' 1° 11 -3/4° 23° 34° 45° 58' 67" 76 -1/4' W Z " 9 ro g .-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" O.C. • • GA GALV. STEEL • • TRACK • • • • •• • •• 2 -1/2° X 3-3/4° X 12 GA OR • • • 2 -1/2" X 4-1/4' X 12 GA. • CONNECTED TED BRACKETS 2 -3/18° MGH CONNECTED TO TRACK WITH ONE 1/4-20 BOLTS &NUTS. •••• • • • • • • • • • • I DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL. 33018 }405) 55$ - 1184 • • • • • • m m 1`— gI' , �C�1�� " HFL71 SLEEVE ANCHOR SPACING "r 'i`' STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY 0009 SYSTEM ANCHOR 71:.r,+i, l- F; 7;.Il 5/16 m t !!�i��]� 3/8 ��d0 i, 1111Mi�iML1'i� 1/4° 0 HEX HEAD fMS.&LOCKNUT@12 °O.C. TYPICAL • •�• ••• • �• • • • •••• 1 11 �� • > 14 GA. GALV. STEEL ROLLER HINGES FASTENED W /(6) 14X5/8°56 • o c n c 9 i i 5L i „ J \.' I 1 1/2' II•o- 1/4-20 55 BOLT & NUT' ONE PER MN..024” ROLL FORMED ST ELL PANEL DG DUALITY G-40 1- 1/2° 3'X2' %14 GA CONT. STEEL ANGLE 2 -1/2° X 3-3/4' X.102° 0R m -k—�# I"I �, 2-1/2' X 4-1/4' X .102° STEEL FIAT BRACKETS ®tit' O.C. CONNECTED TO CONT. ANGLE W/ MN. YIELD STRENGTH = 39 KS � WITH FRAME AND BAXEDD -0N (3) 1/4' 0 SPOT WELDS POLYSTER COAT TRACK CONFlGURA170N BOTH BRACKET AP TO 510 OF 2 -1/8" x 1"X .078' STEEL TRACK i1' ALTERNATE TRACK INSTALLATION' pF�A�ST(E�N)ED �T�O TRACK g °PLATES WOOD FRAME BUILDINGS HD 1M.S.2&05/8" ii r 3 .9 0 4 W 'O 2 2 0 8 SCO12 NESS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID I - BY NOT LESS THAN (3) 2X6 PRESSURE TREATED ORADE 2 OR SERER WOOD STUDS STUD WALLS TO BE CONT. FROM FOOTING TO TIE SEAM. 12 C0. CALV. STEEL WW/ (4) to x s% ss WOOD BUCK CONNEC110N TO MASONRY • • o n g .. .--, I --..4 ,--, � ' h TRACK SHALL BE SECURED WITH TRACK BRACKETS 7O PRESSURE TREATED 2X8 WOOD JAMBS WHICH SHALL BOTTOM SEAL BE ANCHORED TO GROUND REINFORCED MASONRY D .058 ALUM PLATE 51.0CK WALL OR LONG COLUMN W/ 1/4' TAPCONS Wm) Engn HIWA N FAR000 FLA. PE 16557 CAN. Approved osoomptyiggp�Om F7o264e Mate 7 O NOAS WITH 1/8" x 1° S.M.S. • 487 0.C. WITH 1 -3/4' EMBED AND A S°AAf7NG T° O.C. AND RUBBER WEATHERSTRIPPING OR 3/8" DM HILTI SLEEVE ANCHORS, 1 -3/4' MN. EMBED AND A SPACING OF :O° 0.0. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND ).-- drawing no. 98 -05 REINFORCED WITH FOUR 5 BARS EXTENDING INTO SECTION A- F001D10 AND INTO TIE B ALL BARS SHALL BE CONTINUOUS BEAMS TO FOOTING. SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES PREPARATION OF JAMBS BY OTHERS JUN 0 6 2005 B161mi1Dml (sheet 3of 4 ) •••• • • • •••• • ••• • •• • •• ••• • • • •• • ••• to DOOR PANEL 7-24 GA. (.024) STEEL MIN. 21 3/4' MAX. WDW. WIDTH 18 1/8' MAX 0 O 7/16' DIA. WASHER 1.40ye X 3/4' 5115 0 3/8° FROM ENDS AND 7' 0.C. MAX (4) #8 X 3/4' SMS 0 1 -3/8' FROM ENDS AND 8-1/2' 0.C. MAX. 6 m O° a A Pa's 4• 1 CEO g oe;aa�i N * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION c▪ o •1 •a�T_l�� • 1 • • • tiV • 1 .. . • ••d • ICI •••• u • • •••• L725• • • • .175 X .052 DEEP GROOVE 1/4' POLYCARBONATE LEXAN BY GE NOA #03- 1210.04 O • �N• v F —_= e= •• • • •• •• • • • • • 1•.•. • • • 1•••• • • • ►••• • • • e••• INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS .175 X .062 DEEP GROOVE • * PLASTIC COMPLIES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE s,• (4) #8 X 3/4' 5M5 0 1 -3/8' FROM ENDS AND 6-1/2' D.C. MAX #8 X 3/4' SUS 0 3/8' FROM ENDS AND 4-1/2' O.C. MAX. .175 X .062 DEEP GROOVE n TP v a 0 V (4)#8 X 3/4' SMS 0 3/8' FROM ENDS AND 7' O.C. MAX 7/16' DIA. WASHER DOOR PANE1. 24 GA (.024) STEEL 18N. �D00R PANEL 24 GA. (.024) STEEI. MIN. GLASS BITE WINDOW WIDTH by drawing no. 98 -05 sheet4of 4 • •• o MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 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 ABJ 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. DESGRIMON:-Seriies-"SGD_780" Aluminum Sliding Glass Doors (Reinforced/Non-Rein' forced)-Impact APPROVAL DOCUMENT: Drawing No.8100 -11, titled "Alum Gass Door=fmpact' ; sheets lthiough 11 of 11, prepared by manufacturer, dated 05/24/07 and last revised on 07 /12/07, signed and sealed by Lucas A. Turner, 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 Resistant Limitation: 1. Full length reinforcements are required for Doors height greater than 96 ". 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Nfiami 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 jobsite at ties�esjusst of�•thi *king Official. This NOA consists of this page 1 as well as evict nce ghhet:E ;l Inci agpravi document mentioned above. The submitted documentation was reviewed Uylslt arI. (ban8a, P. E. • • .ro/ L, 0 c�r� MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com yk •• ••• • • • • • • • • • • TT NOA • No. 07 -O6 02 • • :. • • :Expiration Date: August 02, 2012 - • • • • Approval Date: August 02, 2007 '�"Pagel `�% •� ✓ . jt i. •. • • • • • • • •• ••• 1/•• •• •l • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.8100 -11, titled "Alum Sliding Glass Door - Impact", sheets lthrough 11 of 11, prepared by manufacturer, dated 05/24/07 and last revised on 07/12/07, signed and sealed by Lucas A. Turner, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202 -94 Along with marked up drawings and installation diagram of aluminum Sliding Glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL-5254, dated 05/17/07 and FTL -5273 dated 05/07/07 respectively, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 05 -31 -07 and last revised on 07/12/07, prepared by PGT, signed and sealed by Lucas A. Turner, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0514.15, issued to E.I. DuPont de Numerous & Co., Inc., for their "Sentry Glas Plus ® ", expiring on 12/11/10 F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 05- 30 -07, signed by Lucas A. Turner, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal # 07- 2583dated March 19, 2007 approved by BCCO. •• ••• • • • • • •• • • • • • • 1,4,14 , iat4-% •• • ••• •• • • •• Mat' I.Chanda,P.E. Product Control Examiner • • • ••• • • • • • NOA No. 07 -0607.02 • • • • • • • • • • • • Expiration Date: August 02, 2012 • • • • • • • • .▪ . • • • Approval Date: August 02, 2007 • • • • •• • E -1 ••• • • • • • • • • • •• • • • ••• • • • ••• • • • • • • • • ••• • • • GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: A. 7/18" LAMI: (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SENTRY GLAS PLUS (SGP) INTERLAYER. B. 1 1/16° LAMI I.G.: 3/18° OR 1/4° TEMPERED, 3/8" OR 5/16° AIR SPACE, 7/16" LAMI CONSISTING OF GLAZING OPTION A ABOVE. 2. CONFIGURATIONS: MAXIMUM NOMINAL PANEL SIZE 48" X 120 ". MAXIMUM 6 PANELS AND 3 TRACKS. SEE APPROVED PANEL CONFIGURATIONS SHEET 3. 3. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS FOR SILLS TALLER THAN 1 5/8° BASED ON WATER TEST PRESSURE. SEE TABLE 1b BELOW. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE DETAILS SEE SHEETS 9 THROUGH 11. 6. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -5254 AND FTL -5273 NOA DRAWING MAP ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSUAF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. PANEL WIDTHS SMALLER THAN 38" MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE TABLE la. DESIGN PRESSURE GLASS TY_PE 5 1/4" SILL HEIGHT MAX 48" (40) NOMINAL PANEL (40 3/32" DLO) WIDTHS MAX 47 5/8" NOMINAL PANEL (39 23/32" DLO) WIDTHS A B TABLE 1b. POSITIVE PRESSURE LIMITS BASED ON SILL HEIGHTS (NEGATIVE PRESSURES ARE UNCHANGED) 4 1/2" +100.0 3 1/2" +73.3 1 5/8" +105.0 (NOT RATED FOR WATER INFILTRATION. MUST BE PROTECTED BY OVERHANG COMPLYING WITH FLORIDA BUILDING CODE, SEE BELOW) RetadElp E OH HEIGHT rOH LENGTH I OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER 1 5/8" SILL OVERHANG REQUIREMENTS 3/16" OR 1/4° TEMPERED GLASS 3/16° HEAT STRENTHENED GLASS 1 1/18° NOM. 3/8° OR 5/16" AIR SPACE .090 DUPONT SENTRY GLAS PLUS 3/16° HEAT STRENGTHENED GLASS DOOR HEIGHT X96 "__) 118" 129" • +105.0 7-FT5:0\ +105.0 -115.0 +105.0 1.-,n41.0 +105.0 =1-150- V; I ,, 1646 .rQY 3`=„ •• +105.0 -115.0 +105.0 -115.0 +I105.0 r -1 1R90 +105.0 -115.0 1 : NOT� iBE , `• ,. • EXTERIOR .65" NOM. GLASS BITE GLAZING TYPE B: 3/16° HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS • • •••• • • •• •• • • •0b0•11JPONT • SENTRY GLAS PLUS 7/4° NOM.. • •• • m® 0 t FI' EXTERIOR GLASS BITE .6 GLAZING TYPE A: 1 1/16" LAMI I.G. GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 1 ELEVATIONS 2 CONFIGURATIONS 2 -3 HpAI�ZeSECTIONS 4-5 AVERT. SUCTIONS...ar5-8 PAA1•LIST EXTRUSIONS t 7-8 lAtI9AOFtGE )-11 sr+••••r • • • • • • • •• AtB°`�"s"ohie • s • • Dade Product Control •AS P441 I•% �‘i$, • • •••• • • • •• • • • • • •••• Oft R Rawl Bp Orrom FJC rids 611107 *Goo ex ED. oar 82407 1070 77251140LOGY ORME FL 34275 P.O. EQX 1829 Nokomis FL 34274 d 1 r Vtrlbly Remer GENERAL NOTES, GLAZING DETAIL AND MAP 7 ALUM. SLIDING GLASS DOOR, IMPACT erwe••a I err° 800780 I Ix a.1 11 mmat- 8100.11 e., line A. Tumm, P.E. PE 058201 Methinks] DETAIL'S', SHT. 4-. I- DETAIL'C', SI-IT.4 '1-DETAIL 'A', SHT. 4 DETAIL'D', SHT. 41 f 181 7119" MAX. 4 -PANEL WIDTH I+ 48° MAX NOM. I PANEL WIDTH Lit 1 AIL "C ", I PANEL TYPE ,R, PANEL TYPE ,L, PANEL TYPE 14' PANEL TYPE .P, SEE NOTES 391/2° TYP. 108 MAX DLO TYP. 5/8" 121 MA H1 TY II SEE NOTE 4 J SEE NOTE 4 OXXX (2 TRACK) i ( DETAIL'F', SHT. 6 -f r NOTES: 1. SEE SHEET 3 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL PANEL WIDTH = 48'. 2. SEE SHEETS 4 THROUGH 6 FOR SECTION DETAILS. 3. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 4. REINFORCEMENT LOCATIONS: ITEM 17 REINFORCEMENTS (FULL LENGTH OF PANEL) ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS EXCEEDING 98° HIGH. SEE SECTION DETAIL C, SHEET 4. 5. DLO WIDTH = NOM. PANEL WIDTH - 7 29/32 DLO HEIGHT = DOOR HEIGHT - 33/8 8.1 LOCK (ITEMS 154 TO 161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL •••• • • • • •••• • • • • •• • •••• • • • • • •• • • • • • • DETAIL '8', SHT. 4-, j- DETAIL 'C'�SHT.4 DETAIL 'G' •-(. DETAIL 1 -1', SHT. 5 1 40 PANEL WIDTH 3/32" MAX. DLO TYP. DETAIL 'X, SHT. 6- PANEL TYPE ,R, PANEL TYPE ti, PANEL TYPE 'M, PANEL TYPE ,F, 106 MAX. TYP. 5/8" 121 H1 TY II SEE NOTE 4 SEE NOTE 4 —"if O)0XXp (3 TRACK RIGHT POCKET) /1 DETAIL 'K', SHT. 8f Approreda complying RIM the Dri %W .,, 2907 NO44 Muni Dads Product Control p7 i.' L 1 j •11,4 •••• • • •• •• • • • • • • • • • • •• • • • • •• • • • • • •• • • • • •••• • • •••• • • • •• • • • • • •••• Arad* I lawaldp w.daF armor F.K, ale rum Mar 8397 Itolateac ApirkaC OMOdBX EEL Dew 624107 f070 772OHNOLOO YDRIVE NOKOlBQ R.34275 P.O. BOX 1928 NO1cOMIS, FL 94274 Pc �T Vktibly Ber•v EXAMPLE ELEVATIONS/CONFIGURATIONS 1 ALUM. SLIDING GLASS DOOR, IMPACT 8u4Nlcdt 850780 FULL eeooe 2 d 11 8100 -11 ace - 742/07 Lucas A Turner, P.E. PE 868201 Mechanical PANEL LETTER PANEL LETTER 4 INTERIOR P SINGLE i� K SINGLE LOCKSTILE LCCKSTILE INTERLK no, LOCKSTILE INTERLOCK LKSTILE R LOC�LE INTERLOCK GR DORLUBLEK LOCKSTILE T (BOX OUT) FIXED U (BOX OUT) ASTRAGAL p ri OUT LOCKSTILE ASTRAGAL p LOCKSTILE OUT PANEL TYPES) J\/L EXTERIOR T BOX W ASTRAGAL Q, BTU ASTRAGAL _ ;= LOCKSTILE LOCKSTILE • • • • • •••• •••• • • .: • • I. S (BOX OUT) ! 1 A FIXED ASTRAGAL LOCKSTILE OUT SINGLE LOCKSTILE INTERLOCK S (BOX IN) FIXED _ ASTRAGAL .� D LOCKSTILE SINGLE INTERLOCK LOCKSTILE IN Y FIXED DOUBLE G G DOUBLE LCKSTILE INTERLOCK LOCKSTILE JNTERWCK YR (BOX OUT) • • • INTERTecK ? LCFIXED E LCKSTILE >€ • •A AL �) • • • • • • • w BOX IN DOUBLE ASTRAGAL J Bo 1 LOCKSTILE ASTRA8AL • • •IR INTERLOCK i' IN �R (B G DOUBLE LOCKSTILE SINGLE IA ICK • • • • • • • •• • • • • • • • • • •••• • • INTERLOCK L (BOX OUT) SINGLE ASTRAGAL •• •• ApynvcdawnphmA�dm • • • A 7 NOA# 07 -eGo1. e • • • • Mani Dade Product Control .. �' " { 1 4~ NOTE: INTERLOCK OUT LR (x / ASTTRAGAL SINGLE , INTERLOCK r.r• • • • .. • • •••• N (BOX IN) ASTRAGAL C INTERLOCK CSINGLE (BOX IN) ASTRAGAL INTERLOCK IN 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS = 48" B SINGLE SINGLE INTERLOCK INTERLOCK 112 F SINGLE SINGLE INTERLOCK C3 INTERLOCK 2.1....._ ‘,17. —2,47-Ar7 tame A. Tanuu, P.E. ossam Mechanical E SINGLE SINGLE fzi INTERLOCK INTERLOCK ' DOUBLE DOUBLE INTERLCK INTERLOCK ,070,,O, NCJCO?A�L R. 942!8 ra egan529 NQ291S, R 84774 p -F PANEL TYPES a„ar FJC as. oae /1/07 ALUM. SLIDING GLASS DOOR, IMPACT Visit$ Better 8t o FULL a e 3 a 11 ••bpa 8100-11 mas NOTE: 12' LG. '0' PANEL BRKT. LOCATED AT TOP at BOTTOM OF FIXED PANEL DETAIL 'A' (FIXED PANEL) DETAIL 'C' 4 INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR NOTE: REINFORCEMENT ITEM 17 REQUIRED ONLY IN EACH OF THE EXTERIOR INTERLOCK OF DOORS OVER 98' HIGH AK x/07 EBt* APPu as eomld>4n0 •Uk the Florida IlsiUOg Cade �" + arl�moe• of b Dade Product Cordial lar < . L4hla- • • • • • • • •••• • • • • •••• • • • • • • q 0 • • • • • • • • • • ® • •• • •• ••• •• • • • •••• • • • • • • • • 0 •••• • • •• • • •••• • • •••• DETAIL 'D' • • • •••• rmn 1ECHIVOLOGY 78 PST WOW, FL 34778 P.O. BQX 1629 WO= FL 84274 Visibly Better HORIZONTAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT 8110780 NTS I4 d 11 Passelek 8100 -11 Lucas A. Tamer, P.E. PE 468201 Mechanical DETAIL 'G' (FIXED PANEL "O ") NOTE: 12° LG. '0' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL ANCHORS ITEMS 147 AND 149 LOCATED 1 1/2" FROM EACH END OF BRACKET INTERIOR (ALL HORIZ. SECTIONS) EXTERIOR DETAIL 'H' (POCKET CONDITION) EXTERIOR INTERIOR E> (ALL VERT. SECTIONS) .780 RISER 1 5/8" SILL HEIGHT t neo•Pblsi•Oh y�zaa7 ROAN 01- 0407.07 -- tang ode Product Cmbal 3 1/2" SILL HEIGHT 3.830 I • • RISER •r• •••• ••41/ar •••• II�� H •• • • • • • L"IT ••• • • ALTERNATE SILL RISERS ••• e • • ••• • •••• • •• • • • • • • •• •• • •• • •• • • •• • • • •••• 4.409 RISER 51/4° SILL HEIGHT • • • • • • • • • • • • • • • • Rowdily: Ater beam Reolliqa ROWIAZIN sex Roam F.K Dake 511/07 12.2.4 03 ED. Data 58607 1070 TECHNOLOGY «01(02418 R. 34375 P.O. BQ1r 1529 NO13OMIS,F134274 PGT V si* Better HORIZ SECTION DETAILS & ALT. SILL RISERS ALUM. SLIDING GLASS DOOR, IMPACT NTS 5 " 11 used. 8100-11 Lucas A. Turtcer, P.E. PE 488201 Mechanical 108 618" MAX. DLO TYP. DETAIL 'E' Approved as gempiying with tile Fluids Cade bate IiOA• Dadenl Mai DETAIL 'J' aEXTERIOR INTERIOR (ALL VERT. SECTIONS) • • • • •••• • • • •• • •••• • • • •• • • • •••• • • • • •••• • • • • • • • • • •• • •• • •• • • • • • •• DETAIL 'K' s •• • • • • • • 1 518° • • • •••• • • •••• • • • • • • • • • • Doke ,anean am Rend* AM Nokias mseer F.K EtwobsIBA E.& 1070 TECHNOLOGY DRIVE ADKOM14, FL 3427E P.O. BBQQX 1829 NOi(DNf9 F134274 PT VERTICAL SECTION DETAILS ._ ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better ar.e� re sm ee.e csrmw 138:1780 1/2 6 d 11 8100-11 uuas A Turner, P.E. PE A83201 Mesherdeel 800780 PAd4B. PARIS ITEM DWG POT It Description 1 8012-5 88012 8/W PANEL STILE 2 8104-1 88104 B/W STILE ADAPTER (F)XEDAND LOCKING) 3 1844 815440 WEATHERSTRIP, 270X.187 WSTP 4PLY GREY 4 8102 -1 881026 BM/ INTERLOCK ADAPTER (LEFTAND RIGHT) 5 1224 6TP247(K) WEATHER STRIP, VINYL BULB 11 8014A 68014A BAN TOP RAIL / SMALL BOTTOM RAIL 12 801313 680136 BM TALL BOTTOM RAIL 13 81038 88103B BM/ SNAP RAIL ADAPTER 14 8101 88101 DOUBLE INTERLOCK 16 8105 88105 STRAIGHT BACK-UP PLATE 16 8107 88107 ASTRAGAL 17 8192 86192 INTERLOCK REINFORCEMENT 18 8138-2 88135 BM/ INTERLOCK SCREW COVER 19 7818X2I.BOLIX 5/16' Xr 8T.ST. LAGBOLT 20 710I04PPSDAX 810X3/4" TEK TIP PHIL PAN SCREW 21 1695 71K 1 12° WIDE X 1° LONG X 3/4' HIGH FIN SEAL DUST PLUGS 22 710X115PPX maxi 1/2" PHIL PAN SHEET METAL SCREW 24 8153N 78153N TANDEM NYLON ROLLER ASSEMBLY 25 8153X 78153X TANDEM STAINLESS STEEL ROLLER ASSEMBLY 8022 88022 (BM/) INTERIOR BEAD 28 8023A 68023A (BM) 7/18 LAMINATED BEAD (OGEE STYLE) 30 8145 88145 (B/W) 9/18 LAMINATED BEAD (OGEE STYLE) 32 8148 88148 (6/W) 1 1/18 LAMINATED BEAD (OGEE STYLE) 40 8148 6814818/W) 8/18" SQUARE BEAD 42 8149 68149 (B/W) 1 1/18°10 SQUARE BEAD 44 8150 813150 (WW) 7/18° SQUARE BEAD 48 1224 6IP247 (K) VINYL GLAZING BULB 47 1228 8TP247(1 VINYL GLAZING BULB 48 1287 71287N SETIING BLOCKS 1° X1/2" X 118° THICK 49 1895 7169514 1 12° WIDE X 1" LONG X 3/4" HIGH FIN SEAL DUST PLUGS 60 6185 78186X GEMINI LOCK W/ LONG TRIM PLATE 62 71032XIFPFX 10-32 X 1° LONG FLATHEAD SS SCREW W/1YPE "F" TIP 53 7103239 10-32 STEEL ZNC U-NUT 54 SILICONE, DOW CORNING 899, 995 70 GLASS, 7/18 LAMI (3/18HS +.090 SGP +3/18HS) 71 72 GLASS, 1 1/18 LAMA LG. - 3/187 +12 ARSPACE +7/18 LAMI (3/16H5 +.080 SGP+3/18HS) BDURAK518 8/18 DURASFAL 1G SPACER 73 8DURAK38 3/8 DURASEAL 10 SPACER 880780 FRAME PARTS IT88 DWG 0 POT! Description 101 8133 68133W.B 3 TRACK JAMB 102 8134 68134W,B 2 TRACK JAMB 103 8108 88108 BM P-HOOK 104 8109 88109 BMA P -HOOK MOUNT 105 8138 68138W,B FRAME SCREW COVER 107 8118 68118A 31RACK SILL 108 8118 68118A 2 TRACK SILL 109 8118 88116A MID SILL DOVER 110 8117 68117A INT-E XTSILL COVER 112 8124A 88124A W/B 3 TRACK SINGLE HEAD 113 8127A 68127A W/6 2 TRACK SINGLE HEAD 114 6140 58140A SILL RISER "0° WATER 1 5/8° 115 8138 68138A SILL RISERLOW 312" 118 8137 68137A SILL RISER MED 412 117 8182 88182A SILL RISER HIGH WATER 61/4 119 8183 88183 SILL MOUNTING STRIP 120 8128A 68128A 2 TRACK SINGLE HEAD W/ SCREEN 121 8135 68135 2 TRACK SINGLE JAMB W/ SCREEN 122 8119 09119 EX7 SILL OOVER Wl SCREEN ITEM 125 128 127 128 129 130 131 132 13( 135 DWG 5 1270 853 1179 727 947 800780 KIT PARIS POT 8 Description 781PQA 88 X 1 TYPE A IWPffASTTHREAD 7PAD118 PAD, OPEN-CELL FOAM ADHESIVE (12 X 1 118) 7SDKEEP BOXSCREEN LOCK KEEPER 710)G4PPSDAX 810 X 3/4" PHIWPS PAN HEAD IEK 83 41818K SCREEN KEEPER SPACER SET 1155 1888 141 142 143 147 148 149 150 151 162 183 154 155 1 157 158 159 180 181 170 180 4385 1270 8193 41772W,K,8 ROLLER ADJUSTMENT HOLE PLUG 72087K BLACK BUMPER (FRAME JAMB) 7008PPAX 1M X3/8" PHILLIPS PAN HEAD 18.8 SS 781PQX 88 X 1° NO COMBO SQ/PHILUPS SCREW 18-8 SS 718953 18/8°W X3/4"LX 7/811 FN SEAL DUST PLUGS 800780 KIT PARIS, ADD.ONS 71184W, KS 4 HOLE BUMPER STOP 78X38PPTX 88 X3/8" PAN PHILLIPS 'MK SCREW 7PAD118 PAD, OPEN -CELL FOAM ADHESIVE (12 X 1 1/8) 71004PPSDAX 810 X3/4" TEK TIP PHIL PAN SCREW 88193 "0" PANEL BRACKET -12° LONG 78X3OPPIX 88 X1/2" PAN PHILLIPS TEKSCREW 8167 8158 8169 8177 8180 8181 8182 8178 8183 8184 8185 8179 8188 8142 78167K 78158W 78159SN 781778 78160K 78181W 78182SN 781788 781133K 78164W 781858N 78179B 78168X 68142 HANDLE KIT IN -ACTIVE BLACK HANDLE KIT INACTIVE SATIN WHITE HANDLE KIT INACTIVE SATIN NICKEL PVD HANDLE KR IN -ACTIVE BRASS PVD HANDLE KIT ACTIVE NON -KEYED BLACK HANDLE KIT ACTIVE NON -KEYED SATIN WHITE HANDLE KIT ACTIVE NON -KEYED SATIN NICKEL PVD HANDLE KIT ACTIVE NON -KEYED BRASS PVD HANDLE KIT ACTIVE KEYED BLACK HANDLE KIT ACTIVE KEYED SATIN WHITE HANDLE KIT ACTIVE KEYED SATIN NICKEL PVD HANDLE KR ACTIVE KEYED BRASS PVD 1° KEEPER SCREEN JMB-HD ADAPTER • • • • • •• • • .082 .713 r 4.409 q SILL RISER - HIGH Approved neom wBb Florida CBO Dile AU46Z.. ai,1 1 Mod Dade Product litvilit L. I 4-Lai • • 1.519 .045 .306 .717 �- FRAME SCREW COVER MATL: 606348 (" DWG NO. 8138 N1s .508 —r( .100 INTERLOCK TRIM COVER (18) MAT'L:8063 -T6 NTS DWG NO. 8156 .138 .847 SILL MOUNTING STRIP (119) MAT'L:6063 -T6 NTS DWG NO. 8183 SCREEN JMBtiHD P ASTER (180) MAT'L: 6888 -T5 elite DWG NO. 8142 SILL RISER - MEDIUM SILL RISER - LOW SILL RISER - 0 (1 17) DWG NOO..88182 (118) DWG NO. 8 37 (115) DWG N6063-76 38 (114) WGLNOO.. 8140 • • •••• •••• • • • • • • • • • • •• • • • • • •• • • •• • • • • • • •••• • • •••• • •• • • • •••• •. • • • • Wad* Dec Raid Bg om Italabs Moat:fp MN Wakes Dan* Beta wmaep me FJC 8/1/07 Ea 624/07 1070 TECHNOLOGY DRNE NOIONA FL 9076 P.O.13X1529 NOKOMIB, FL 34274 PST 1 same► PARTS LIST & EXTRUSIONS >ee ALUM. SLIDING GLASS DOOR, IMPACT 800780 11/4 et; 11 gratircm8100 -11 Lucas A Turner, P£ PE 688201 Lt•- 4.741 --�i 2.000 { STILE (1) MATL: 6083-T6 DWG NO. 8012 i_eri .850 .290 --►1 .912 .050 -1 .040 --11 7/16" BEAD 1 1/16" BEAD (28) MATL: 8083 -75 (42) MATT-: 6083 -T5 DWG NO. 8023A DWG NO. 8149 -�( 1.947_f+ -- 1.081 .857 r- 9.002 1.938 .100 076 LOCKSTILE ADAPTER MATL: 6083 -T8 (2) DWG NO. 8104 .125 1.793 BACKUP PLATE (15) MAIL: 8083.78 DWG NO. 8105 BOTTOM RAIL - 9" (12) MATL: 6063-T8 DWG NO. 8013B L1 - 6.186 1.938 .074 TOPBOTTOM RAIL -41/2" (11) MATL: 6063-T6 DWG NO. 8014A 2.442 -+I 2.442 r- j 1.938^ -!- 1.172 .075 2.701 2' i .101 .101 SNAP RAIL ADAPTER DOUBLE INTERLOCK INTERLOCK (13) 6063- G N T6 (14) MATL: 6063 -T6 (4) MAIL: 6063 -T8 DWG NO. 8101 DWG NO. 8102 ASTRAGAL (28) MAIL: 8063 -T6 DWG NO. 8107 .045 - �� 2.099 I MID SILL COVER (109) MATL: 6083 46 DWG NO. 8115 1.495 .928 6.794 2 -TRACK SILL (108) MATL: 6083-T6 DWG NO. 8118 .110 5.500 J 7205 P -HOOK MOUNT (104) MATL: 6063 -T6 DWG NO. 8109 2.781 1.616 .090 1.495 aI 1.521 9.323 .046 IB BACEAD (26) MATL: 6083 -T5 DWG NO. 8022 .090 _r_ � .420 -►I 2.442 P -HOOK (103) MATT: 6063 -T8 DWG NO. 8108 'O" PANEL BRACKET (148) MATT-: 6063-T6 .374 DWG NO. 8188 2 -TRACK JAMB (102) MAIL: 6083 -T6 DWG NO. 8134 3 -TRACK JAMB (10 MAIL: 6063 -T6 1) DWG NO. 8133 1.801 USED FULL •••••• F -1-• 3.083 LENGTH OF PANEL INTERLOCK REINFORCEMENT (17) MAT'L:6105 -T5 DWG NO. 8192 F a. J'° 6 3 -TRACK SILL (107) MAT'L: 6083 -T6 DWG NO. 8116 INT -EXT SILL COVER (110) MATT.: 6083 -T6 DWG NO. 8117 EXT SILL COVER W /SCREEN MATL: 6083 -T6 (1�) DWG NO.8119 1. � 1i i �I+-- 6.085 -►! 2 -TRACK SINGLE HEAD (113) MATL: 6083-T6 DWG NO. 8127A • • •• •• • • • 09(10 • • 1.405 r- • • r 7.443 2 -TRACK SINGLE HEAD W/ SCREEN (120) MATL: 6083-T8 DWG NO. 8128A 1.405 �--- 8.615 - 3 -TRACK SINGLE HEAD (112) MATL:6063 -T6 DWG NO. 8124A F 2 -TRACK JAMB W/ SCREEN (121) MATL: 606348 DWG NO. 8136 •••• • • •••• •••• • • • •• • • • • •• • • • • • •• • •• • • • • • • • •••• • • •••• • •• • • • •••• • • • • • rowder a.m Awe ar Ode aled oft ARK � /07 mdBP Ws Ba 624107 1079 TE0f NOLOGYDRIVE FL 34278 P.0 BQX 1829 NOKO S, FL 8074 PcT Vtdbty Bermr EXTRUSIONS TIM ALUM. SLIDING GLASS DOOR, IMPACT msrmse Raiz aers 690780 11/4 I 8 d 11 rly•vela8100 -11 Luxes A. Tamer,, P.E. PE #88201 Me:haN®I HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1/4 ELCO TAPCON 2) 1/4° ELCO S84 CRETE-FLEX 3) #12 STEEL SCREW (05) 2. ANCHOR LOCATION SPACING: 241/2" MAX TYP. HEAD & SILL 6" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE 2 AT EACH INTERLOCK AND ASTRAGAL LOCATION, 7 1 PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE (1" FROM CORNER ANCHORS ARE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE CLUSTER CONFIGURATIONS BELOW. JAMBS & P- HOOKS... 711/16" MAX. FROM BOTTOM AND 241/2° MAX. 0.0. UTILIZING ANCHOR QUANTITIES FROM TABLE 2. SEE P-HOOK ANCHOR DETAILS ON SHEET 11. ASTRAGAL OR INTERLOCK CENTERLINE, TYP. 1 21/32' 3 5/16' 217/32° '" `��'--- -t - - -' " 4 3/18° �`'- - - - + -- 2- TRACK, 4 ANCHOR CLUSTER 2- TRACK. 5 ANCHOR CLUSTER EXAMPLE HEAD & SILL CLUSTERS 3 6/16" 1 21/32" 161/16" 1\ 0 0 / 1, `' --,- -- ' �ause 4 3118 3- TRACK, 4 ANCHOR CLUSTER 3•TRACK, 5 ANCHOR CLUSTER ANCHOR LOCATION, TYP. 3 5/16' 3 5/16" TYP. 241/2" MAX. TYP. 3 5116" TYP. 241/8 MAX. TYP. 217/32° 711/16""- EXAMPLE ANCHORAGE - 4 PANEL 2 TRACK 48X96 PANELS ANCH. TYPE 1- H &S C4 +2, JAMBS 14, P -HOOK 8 P -HOOK: FIRST ANCHOR TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. BEE SHEET 11, P-HOOK INSTALL DETAIL 7 11/16" MAX TABLE 2 ANCHORAGE - ANCHOR TYPE AND SUBSTRATE HEAD & SILL (MS) INTERLOCK & ASTRAGAL CLUSTER PLUS ANCHOR QUANTITY PER PANEL OUTSIDE CLUSTER JAMB ANCHOR QUANTITY P -HOOK ANCHOR QUANTITY (SEE P-HOOK DETAILS, SHEET 11) DOOR HEIGHT •••• 80" (6) or (7) e0° (7) o2"(8) or (9°, 14° (96) NOEL PANEL FRAME WIDTH SIDE H&S < 24" JAMB P-HOOK H&S 24" (2° ) JAMB C2+1 7 7 C2 +1 7 8 c2 +f 7 7 v 8 § 8 8 C4 +1 C2 +1 C2 +1 C4 +1 C2 +1 C2 +1 04+1 7 7 7 7 8 8 8 7 7 7 7 8 8 8 8 a vs C3+1 02 +1 C5+1 0 8 8 8 ••vg,(r o •pp •••• 9 8 6 8 8 8 02 +1 C4 +1 C2+1 C2 +1 C4+1 C2 +1 02 +1 C4 +1 PANELS UNDER24 *-WDE Nf?1'TAVAILABLE t3VER.9B" H ! • .._ -xi -i ••••F•• C3+1 C5+1 C3+1 62 +1 C5+1 C3+10 C2+0 9 9 10 10 70 TP •1b C3 +1 C2 +1 05 +1 C3 +1 C£'+1 C5+1 C3+1 7 7 7 7 7 8 8 8 P -HOOK 9 6 8 9 9 7 7 7 7 7 7 8 8 8 8 8 8 9 (26) 36" (3°) 42" (36) H&S JAMB P -HOOK H&S – JAMB P-H.. K H&S� JAMB P-HOOK C2 +1 C2+1 04 +1 03 +1 C2 +1 C5+1 C3+1 02 +1 8 7 7 9 7 7 10 8 7 7 7 7 7 7 8 8 03 +1 02 +1 C5+2 C3+1 02 +1 C5+2 03 +1 02 +1 10 7 7 10 7 8 11 8 7 7 7 7 7 C5+1 C3+1 C2 +1 05+1 C3+1 8 10 8 8 11 8 8 8 8 9 C8+2-03+1 02 +1 08+2 04 +1 8 12 8 9 13 8 8 8 9 C3+1 C2 +1 08+2 03+1 02 +1 C8+2 C3+1 C2 +1 06+2 04+1 C3+1 C7 +2 C4 +1 11 7 8 11 8 9 12 9 9 f3 9 10 14 7 7 7 7 7 7 8 8 8 8 8 8 9 9 C3 +1 9 9 C3+1 9 9 G3+1 f0 9 9 10 9 9 9 10 C5+ C3+1 C2 +1 C8+1 C3+1 9 12 9 9 13 9 9 9 9 10 C7 +2 C4 +1 C3+1 C7 +2 C4 +1 10 14 10 10 14 9 9 9 10 C3+1 10 10 C3+1 10 TO C7 +1 10 10 08+2 11 10 &C► f 04+1 0 01+1 16' • 10 •10. a+4 10• 10 €3+9 11• 0 07 +2 C4 +1 C3+1 C8 +2 C4+1 11 16 11 12 18 9 9 9 9 10 C3 +1 11 10 C8+2 12 10 C5+1 17 10 C3 +1 12 10 • • •••• •••. • • • •• • comF17klelibae• • , V •2 -0 • •• • • • • • • Br 10 • •• 10 07 +IT • • • 10 •••• 10 . . 06+2 12 • • • 10 . • • CS +2 13 48" (4 °) H&S C3+2 C2 +1 C8++3 C3+2 C2 +1 06+3 C4 +2 C3+1 01 +3 C4+2 03 +1 C8+3 C4+2 03+1 C8+3 2 C3+1 C9+3 05+2 C3+1 06+3 C5+2 C4 +1 JAMB 11 8 9 12 9 9 1 3 9 1 0 14 10 f1 16 if 12 17 12 13 18 P-HCOK 7 7 7 7 7 7 8 8 8 8 8 8 9 9 9 9 13 10 010 +3 14 19 13 1 9 9 10 10 10 10 10 10 5 "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 6" MAX. –��► CLUSTER, TYP. /0 ASTRAGAL r- CENTERLINE o\ f—+t– 6" MAX. C6 +2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) a (18) ANCHORS TOTAL • • • • • am 6/1107 o>•cisees B.B. NNW I tom KOMIuoo4J75 Pc �T N7E0M B, O 34274 P.QBQX1529 NO$CONE FL MN V5'ib/y Baser ANCHORAGE TYPES, SPACING AND QUANTITY ALUM. SLIDING GLASS DOOR, IMPACT NTS 9 m 11 8100-11 7M-07 Lucas A. TuMar, P.E. PE 588201 Mechanical 1° MIN. E.D. TYP. 1/4° MAX. SHIM 2 17/32" O.C. 3/8° MIN. WOOD ANCHOR TYP., SEE NOTE 2 2 -TRACK FRAME HEAD WOOD INSTALLATION SEE NOTE 51=4. :a mcfplItIT- VTR Dyad Bp FJC 2x WOOD BUCK TYP., SEE NOTE 3 1° MIN. .- 217132' O. E.D. TYP. L 1/4° MAX. _I-- SHIM CENTER ANCHOR STAGGERD ON 3- TRACK, TYP. L117(JLfl SEE NOTE 5 ` 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2 3/8" MIN. ?MIN. E.D. TYP. 2 -TRACK FRAME SILL WOOD INSTALLATION NOTES: 1 318° MIN. 1/4° MAX. 217/32° O.C. SHIM 21/2" MIN. E.D. TYP. SEE NOTE 1 1/4° MAX. 217132° O.C. SHIM CONCRETE ANCHOR TYP., SEE NOTE 1 2 -TRACK FRAME HEAD CONCRETE INSTALLATION 2 17/32" O.C. SEE NOTE 41 . 4YMn 1318 "MIN. 1" MIN. 217/32° O.C. 217132" O.C. E.D. TYP. 217/32° O.C. 3 -TRACK FRAME SILL WOOD INSTALLATION 2 17/32° O.C. 3 -TRACK FRAME HEAD CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 2 17/32' O.C. SEE NOTE 6 SEE I NOTE 1 aEXTERIOR INTERIOR 2112° MIN. E.D. TYP. 3.4 KSI MIN. CONC. TYP. 2 -TRACK FRAME SILL CENTER ANCHOR CONCRETE INSTALLATION STAGGER'? ON • 3- TRACK,QYP. • • •• • • •••• 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° TAPCONS (MINIMUM 1 3/8° EMBEDMEMTJ • • • • OR 1/4° ELCO SS4 CRETE -FLEX (1 3/4" MINIMUM EMBEDMENT). 4° MINIMUM ON CENTER DISTANCE. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR 1/4° ELCO SS4 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. VY� • • BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AuS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRLTUAL • MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS FOR 2x WOOD BUCKS. E ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE DESIGN PRESSURES • SHOWN ON SHEET 1 ARE ACCEPTABLE WHEN USING THE ANCHOR SPACING AND CLUSTER REQUIREMENTS SHOWN ON SHEET 9 FOR ANCHOR TYPt•4 • 6. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON- SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY • OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE 15 WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. =edlix718 Exk tAro2,2c97 NOAH a 01,57. e, d>Ixml Dade Ftedw Conned Bs LG1aa 1. 114.041 Obde E.D. TYP. 3 -TRACK FRAME S LL •SONCRETE INSTALLATION • •••• • •••• • • • • • •• • • • • • • • • • • • •• • • • • • •• • • • •••• • • •••• • • • •• • • • • • ••• • Ems 48xE D tarsier F.K ode 4'1Z Swish= E DAs 611/07 Chaim,* EE. ADO nemeses, 818AIm 818824 ADD 1T 69,1OAND7LALTERRATES TRACKFRAIE Y0 SCREEN RAS. REVISE LENGTH OFR9I17,RH WCFORBE S?INSTALLATIQK ADD CORNER DOOR REES1481882 Oft 52401 1070 TECHNOLOGYDRME NOIWM S FL 54178 P.O. BOX 1528 NOKOMIS F1.8(274 PST Vtllbly Setter ANCHORAGE DETAILS 1 ALUM. SLIDING GLASS DOOR, IMPACT awrooksik NOM NTS 110 a 11 [arum 8100 -11 F 7/(z /0-7 Lune A. Timm, P.E PE 418201 Mechantml MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 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:1 "8- Std. —Wall Aluminum Tube Clipped Mullion - L.M.I.- APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided t o the user by the manufacturer or its distributors and shall be available for inspection at the job site at tier e9uestof ne Building Official. This NOA revises and renews NOA # 046Q528 p4:t1, roisi t of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned abbVe. • • • • • • • • • • The submitted documentation was reviewed by Jaime D. Gascon )44 L Li (3 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com •• • ••• ••• • • • • • • •• • • • • 6 • • • •1• • O� • • lj • ■ .E. • •• ■•• • • • • •• •• • • ••• • • • • •• • ---• • •.L /� • �r• �'' • • p, • O• p • I • • •9 • NOA No 06- 012506 Expiration Date: June 28; 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04 /28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. •• ••• • • • • • •• • • • • • • •• • ••• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • . • . Si • • • • •• • E -1 ..• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • •• •• ••• • • • ••• • • Jaime D.G•_. in, P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no fmancial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • • ••• • • • Chief, Product Control Division • • • • • • • • • NOA No 06- 0125.06 • • • • • • • • Expiration Date: June 28, 2011 Approval Date: July 20, 2006 J e D. Gascon, ' .E. E -2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS • •••• • • 0000 • • 0000 •i • •••• • ▪ 0000 • 0000 • ANCHORS DETAIL A ANCHORS DETAIL A ir d -1 411 W2— W 1 IA/ m 3 --W 4' ;;( • • 1 1 .02 • 1• • • •r' = Alm • = Hj�RZ•. � WINDOWS•A/lJLLED • •IN/ONE '2M fnR ' MINING•MA X ALLOWABLE DESIGN PRESSURE• SSE TABLES OAI•}�!�`Gt•5 • • M1) MAk• KING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 1. THE 33 1/3Z STRESS INCREASE HAS SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS. 4. REFERENCE - TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- ® MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. 1 H ANCHORS DETAIL B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS Y / M3 -1 411 W2— W 1 IA/ --W 4' / 1 W2 W3-- H1 W = W14-14/2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. (7) ANCHORS DETAIL 'B" "C" OR D" BOTH ENDS / ANCHORS DETAIL "B", "C" OR "0" BOTH ENDS MULLIONS 1 -1 %,.._, ` W2— W 1 IA/ MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, QUANTI7Y AND UNITS. 1 MULLION H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W LOCATION, REFER TO TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark. P.E PE #39712 Structural T■ INDUSTRIES fvad ^ D F.K. Ol ri0 /O6 Raved 9y F.K. 5/8/06 D —NOTES RaWaione: C ADD TECH. REFS Dram tte P.J.P. 48/00 o: 1" STANDARD WALL, ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 60X 1529 NOKOMIS, FL 34274 mw ALUMINUM TUBE CLIPPED MULLION s.1../mode MULLS NTS Sheet 1 of 5 Omrh,g Na. 6220 i • • • • • • • • • • • • • • i • •• PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1 x MULLION BUCK • • ••••': • FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE PGT I x MULLION #12 SCREW, SEE NOTE 3 PGT 1x MULLION SEE NOTES 2 & 3 2 MIN. • • • TM) ••• II ■II ••• • °t! 2" OR 4" WOOD MIN. %- BUCK 2k P)18(TYP SEE •= NOTE 1 ' #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 •••• • i'iArri • . • •• •••• • AT:1Q . MULLION TO STRUCTURE WITH • 4 JES; • • • • 'OOD BUCK. DETAIL "B" 3. FOR COAPC LA •APPLICQTIOt IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE QQUNTY ACI;INVED ELCO••1 /4•' TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY • • ANCHORS* MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/21' • WIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL -TO -CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP -TO- OPENING (MINIMUM OF 2 SCREWS PER CUP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1' PGT 1x MULLION -- 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (S0 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE f ;? NOTE I TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 NO 2h(TYP)1i(TYP SEE NOTE 1 WOOD BUCK 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. D AIL "0" PRODUCT a EWZD rl4 es Accepts= Noo 0 Espy°• , rfr)ST/ TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E PE #39712 Structural 1070 TECHNOLOGY ORME NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Read F.. 5/30/06 !l � NOTES 3 & 5 Raved 8y. Revisions: F.K. 5 8/06 C—ADD EMBED. DETAILS Otani 9Y P.J.P. 4/28/00 oeecripoon: 1' STD. WALL, CLIP INSTALLATION DETAIL lit* ALUMINUM TUBE CLIPPED MULLION Series/Mode Seat& Sheet: Drawing No. macs NTS 2 a 5 6220 Rev. D • •• • •. • •• • •• • .• • • •• •• • • • • •• •••• ••• ••• • _MAX. • • ••• 1" MULL CLIP : • L , J • • • • (CLIP TO, QPEVING) • • • • ••EXTRUSIOTt D9Vj; #1099' • O TWO (2) ANCHOR • •••• • •••• A LOCATIONS • • •••• O • •••• • •••• • •••• • • • • •0 • • • 0••0 •••• • • • • .• • • • • • CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 NOTES: - -BMIN. TYP U- MIN. 14MAX. - MIN .1 [ O 134MAX. © FOUR (4) ANCHOR LOCATIONS 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. 1" MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 A/2 BMIN. LAJ 1 ONE (1) ANCHOR LOCATION (3)EQ. SP. (A -3/4)/ SMIN.TYP. MIN. t A� O THREE (3) ANCHOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark P.E PE #39712 Stoutest _r_ INDUSTRIES Revd By: 30/06 D N CHG THIS SHT Rersd By 76/06 Redeem C- REVISE SPACING Orison By P.J.P. 4%28/00 Description: 1 " STD. WALL, ANCHOR LOCATIONS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Series /11ade MULLS Soap: NTS Shack 3 er 5 0ran/ay No. 6220 Rev. D 0000 • • • • • •• • • •• • • • 0000 • • • • 0000 • • • • • • • • ••.••. •• • •• •• • • • • • • .• • • • 0000 • • • • • • 0000 • • • • • •• • • • 0000 • •• • • • 0000 • • • • NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 f8 (TYP) `4� ix STD. WALL MULLS MAT'L: 6063 —T6 8 (TYP) TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L Clark, P.E. PE #39712 Structural ar INDUSTRIES R F.K. RBy. 9 /o6 5Je/06 BR—NO HG. THIS SHT. C —NO HG THIS SHT Oran By. P.J.P. 48/00 1" STD. WALL, MULLION PROFILES 1070 TECHNOLOGY ORME NOKOMIS FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Radek MULLS Scale: %x Sheet: 4 of 5 Drawing No. 6220 Rev. D •• • •• • CHART 1. - 1x2x.125 ttTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B 42 48 50.625 54 60 63 66 72 76 • fa 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 •&JD • '16: 17 15 15• iC ear a - 4x.125 • QTY. & TYP. . • • OPENING WIDTH IN INCHES • :..4tICHOR • • 50, 60 1 _ 70 „ 80 90 100 110 120 130 160 • • • • •• • • • CI-IP TO'. • :QI;ENING . . .IP TO • MULL •• b... :12 • • 4% •••• " 50.62 MULL LENGTH IN INCHES 5'" (214 (4) 8 (2) 4 (4) B 1C4)13 (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B •(3) B (3) 60 63 66 72 76 78 . '17G 170" (33B • •P7D• (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 `'170 17c 170 170 170 170 170 170 170 I7Q 170 170• 170 170 170 170 170 170 170 •170 170 170 170 162 158 157 157 157 157 84 90 96 170 170 157 143 134 127 124 122 122 122 170 160 141 128 119 112 108 106 106 106 170 145 127 115 106 100 96 93 92 92 142 120 105 95 87 81 77 74 72 71 120 111 88 102 94 75 90 83 65 81 74 59 74 69 65 63 68 63 60 53 49 46 57 44 61 55 42 59 53 40 72 60 53 47 43 39 37 35 33 31 59 50 43 38 35 32 30 28 27 24 108 111 144 41 35 30 27 24 20 19 18 16 38 32 28 24 22 20 19 17 16 17 Vertical Mull --r Mull Length k_Opening_I Width Horizontal Mull F Opening Width IL Mull Length —' Multiple Mulled Units Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4” TAPCONS, EMBED. (1 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark P.E. PE #39712 Structural FAT INDUSTRIES Raw F. r. send er F.K. 5'730/06 578/04 Revisions: N G THIS SHT Revisions: C- MARKED CHANGES Drawn 9y. P.J.P. 4128/00 0esuiptron: 1 " STD. WALL, PRESSURE CHARTS 1 & 2 1070 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Series/Node -• MULLS Some NTS Sheet 5 Of Drawing No. 6220 Ron MIAMIDE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FI. 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingeode 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "PW -701" Aluminum Fixed Window -LMI APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max DLO = Width- 3.75" and /or= Height - 3.75 ". The Annealed glass to be on exterior side of laminate, 2. Max. comer distance for anchors is 8.5 ", except Hexagon & Octagon corner dist not to exceed 3 ". Max. corner distance for Nail (Integral Fin Frame) into wood substrate is 1" and max. OC spacing is 5 ". 3. The anchor installation shown is applicable without geographical limitation. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• ••• • • • • • •• • INSPECTION: A copy of this entire NOA shall be prowidecitb t$earssrbythe manufacturer or its distributors and shall be available for inspection at the job sitettt tht request of tiie 3tiildidg Official. This NOA renews NOA # 07- 0418.06 consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. • . • • • ••• • The submitted documentation was reviewed byilsha[I h $a, P.E. • . • • • '� • • 112.10_.- - • f• di• • •✓. q;, Expiration Date: February 19, 2014 • � •� Approval Date: January 08, 2009 • '. ilk/ . • Page 1 'OM, • +• • • . • • • .. • •• •• ..fir • �. e'.) •.• • • MIAMFDADE COUNTY APPROVED PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07- 0418.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03 and last revised revision "B" on dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file # 07- 0418.06) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. Fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and test report FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification, comparative and structural analysis dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies w/ ASTME- 1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for' DuPont Butacite ® PVB ", expiring on 12/11/2010. E. STATEMENTS 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports F. OTHER 1. This NOA renews NOA # 07- 0418.06 expires on February 19, 2009. •• ••• • • • • • •• - • • . • kskk \ . LLgti.s< • Ishaq I. Chanda, P. E. .. • • • • Product Control Examiner ;. • • • • • • NOA No 08- 1112.10 • • • • • 4isi{pir�ation Date: February 19, 2014 • • • • • • Approval Date: January 08, 2009 E -1 •• .•• .• • • • •. ••• • • • • ••. • • • • • • • • • • • • • ••• • • • • • • • . • • • • • • •• •• • • • •. .. 000 • • • 000 • • • • • • • • •• • • • •• • •••• • • •••• • • • • • • • • • • • • • •• • • • • • • • • • •• • fl • • • • •••• •••• • • •••• NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16° LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16° AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, ® INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 • • .FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • • • • 4. §NUTTER REQUIREMENT: NONE REQUIRED • • • • ' MARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. • • • • : • 46 REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 • ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 • • ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION • ADM -200 ALUMINUM DESIGN MANUAL • 44- ultsl$ • • • 074 HIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT • A. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • PRDDUCTRENEWED comp with the Florida MMus Code konteseeNtserf—a 12.10 EspinstIon Date V/47 20/51 Division gwItb ale Florida Duhlisseitis m•O Ob ,,,, ,. Dale �� 3L•l;r Product Central O D9 133. aft Rawer b.e. FJC 4kM07 Rawer: talc FJC 12/15/03 Owl* Lbilsr FJC 7/14/03 Ramka,s 0 Ram"c ce.mawer CHG. N07E2 TO REF. E 1300.02 AND REVISE ANCHORAGE NOTE 3. ADD REFERENCES TO NOTE B AND ADD NOTE 7. R@UCEANCHOR SPACING Das 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 15 NOKOMIS FL34274 Pcr NOTES � & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT INTS I� 1 .12 4259 -4 VWb11 Beater saborabe P61 -701 Robert L Clark P.E. /11 PE 1$26712 SWcluml •••• • • • • • •• • • • • • • • • •••• • • •••• e •• • • • • • •• • • • • • • • • • • • • •• • • • •••• •••• • • • • • • • • • • s •• • 00 •• •• • • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS •• • • • • • • •••• • •• • •••• ••• • ••• •••• • •••• •• • • • 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS OUTSIDE 0 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16° NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16° LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 11/16" NOM GLASS BITE 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) PRODUCT RENEWED "comPbbe MO tier Fler4Ta RettElqi Cod. hewigNwe 11IZ 20 Rend 0T o Artistes Road B Row Egc FX EX stes 4417 one 0310:4 Reese: A B NO CHANGE THIS SHEET NO CHANGE GES SHEET on= Erp FX 7114/03 dmnaOBF Dade 1070 TEC1AIOLOGYWOVE NOKCM13. FL 34276 P.O. BQX 1520 NOI07MIS R.30274 FAG T_ Uistbly Better GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT LielesIblet P7K701 FULLI 2 n 12 Im.m 4259-4 Robert L Clark, P.E. PE 530712 BNmbael • • • • • •• • • • •••• • • •••• • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •••• • • • • • •••• • • • •••• HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. • • • •••• MAX. SIZE =96 "X47° • • • •OR MAX. AREA = 24.47 SQ. FT. FAN HALF CIRCLE MAX. SIZE = 98" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. MAX. SIZE = 96 °X48" OR MAX. AREA = 31.99 SQ. FT. 96" MAX. QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 92 1/4" MAX. DLO ELLIPTICAL MAX. SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. TRAPEZOID RECTANGLE MAX. SIZE = 48 "X96" OR MAX. AREA = 32.00 SQ. FT. 44 1/4" MAX. DLO MAX. SIZE = 48" X 96° OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48"X96" OR MAX. AREA = 31.99 SQ. FT. SAO &T � 2• Eq. 1p ly o Render awad* FK limber FIG ase Dabs 4/4/07 Dais 12114/03 IttWakas 8 Rattskros A UPDATE ANCHORAGE NOTE NO CHANGE THIS SHEET umm* F.K Outs 7/14/0.3 mw°eex Oats 1070 TECHNOLOGY CRAG NOXOMWS. FL 37275 P.O. SOX 1529 NOX0109 FL 34274 PGT Vb1My Better FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT Sertertart PW-701 start 3 d 12 astute I B �/7 tL amk P.E. PE 439712 Structural ••• • • • • • • •• • • • •.•• • • •••• • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • •••• • • •••• • •••• HEXAGON FULL CIRCLE MAX. SIZE = 60' BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX AREA = 25.22 SO. FT. MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. • •. FAN MAX. SIZE — 96° X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48" OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX SIZE = 96° X 48" OR MAX AREA = 31.99 SQ. FT. A 50 1/4" FRAME 0 D. ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. 45 1/4" MAX DLO NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. ARCH. MAX. SIZE = 48° X 96° OR MAX AREA = 30.28 SQ. FT. TRAPEZOID MAX SIZE = 48° X 96° OR MAX AREA = 31.99 SQ. FT. PRODUCT RENEWED aasomplyion with theFhvNs 'Inkling Code E -ffl J9 ay AflandanA Division PRODUCT c t.V,b, as complying with me Florida &fictive Cods Agawam No • .r = 04 Render ods 411/07 bar 12!16103 114/D9 B RoMalorer A Cheekeaey ADD FRAME 0.11 DIMENSION S AND UPDATE ANCHORAGE NOTE NO CHANGE 7102 SHEET 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1679 NOKOMIS, FL 34274 Visibly Barter INTEGRAL FIN ELEVATIONS 7c ALUMINUM PICTURE WINDOW, IMPACT PW-701 I NTS 14 s 12 I � 4259-4 11 Robert Clark, P.E. PE 639712 StrwAOal •••• • • • •• • • • •••• • • •••• • • • • •• • • • • • • •• • • • • • • • • •• • • • • •••• • •••• • • •••• TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP-TO-11P) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16°A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16 "HS, .090, 3/16HS) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 49.000 AB_,CO. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. A • a•• B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. :Rai A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 • •• • AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 1 •••• • %too ••• A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 •••• • AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. •••• • tI 400 • A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. PRODUCT RENEWED as maul* *with the Ft rtd ButrUag Cods ESE d��014 Sit Midas Reader. Radar F.K 4I407 Rewwkate UPDATE DESIGN PRESSURES PER ASTME 1300.02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND KEAOINGB. Reeder Dew FX 12/14D3 Cw F. CaZ 4103 Raedwer A CHANGE NOTE 1 ANCHORING WTM#12SCREWS checked a3 Calm 1070 TECHNOLOGY' DANE NOKOMIS, R.34278 PO.SOX1823 NOKOM1S FL 34274 PST Visibly Seceer FLANGED UNIT DESIGN PRESSURES TItiw ALUMINUM PICTURE WINDOW, IMPACT s.W+e>be Ism& Sees I maw. am PW-701 NTS 5 d 12 4259-4 B Robert / L perk. P.E PE 999712 Structural •••• • • • • • •• • • • • •••• • • • •••• • • • • •• • • • • •• • • • • • • •• •• • • • • • • • • • •• •• • • • • • •••• • • • • • TABLE 2. DESIGN PRESSURES, GLASS TYPES: INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL -3835 B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL3835 C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL -3850 D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL -3850 GLASS TYPE WINDOW "X' DIM. WINDOW "Y" DIMENSION 28. 500 34 .000 39.500 45.000 46.500 48.000 49.000 A,B,C,D +80.0 I 30.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. 54.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. 60.000 I A,B,C,D +80.0 I -80.0 +80.0 I -60.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 1 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 I A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I 30.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.87 SQ.FT. • 9e • A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 I B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 • AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. • • •'84.800 • • • A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +718 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 • AREA 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. ••• 87.800 •• A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 • • AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. • 93.800 • A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -85.5 +63.9 -63.9 +62.4 -62.4 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. 96.000 A +80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 - +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. 32.00 SQ.FT. NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HE GHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. PRODUCT RENEWED es complying with the Florida AaeNo Os -1112- /0 Espk+dm Date 24 mtom1 Dy MiamI B•tti ..i Remsder Ogg Rutdex FJG Das 4/4M7 D.ekm= UPDATE DESIGN PRESSURES PER AMU E 130602 AND NOTES. CLEANUP TABLE DESCRJPnONAND HEADINGS R dBF FJC td� 12/16'03 rr.,oi": A CHANGE NOTE 1 ANCHORING WIN 012SCREWS FJC 74/03 rnded9y: De 1070 TECHNOLOGY DRIVE NOXOWS F_34275 P.O. BOX 1829 NOKOMIS, R.34274 P Visibb Better INTEGRAL FIN UNIT DESIGN PRESSURES >m ALUMINUM PICTURE WINDOW, IMPACT Sedratelek - e,w NTS 6 d 12 ra,. 4259-4 /7,Z; Robert l- Clark. P.E PE 038712 Strucbeei •••• • • • • ▪ •••• • • • • •• • • • •••• . • •• • • • • • .• • . • • • • • • • •• • • • • • • •••• •••• • • •• • • • • • • • 1 ••• •• • OO •••• • f •• ••• • O MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) ALONG ENTIRE JOINT ;'�:(�I EWED CORNER ASS'Y •' :(FLANGE FRAME) MAX WINDOW Q HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) 0 0 MAX© DAYLIGHT OPENING INSIDE PRODUCT RENEWED es complying with the Florida &Ming Cod Acceplaam No OS- 1112• /O Esphitios Datc.N.442019 Maud Dade ��eia, Dhiska PRODUCT REVISED 'scampi:AN will Ihe Meth Baidb22 Code Meagan% Ka VERTICAL SECTION (FLANGE FRAME) Drs liseakes Dar 4/4V7 Ratler 8 NO CHANGE 7308 SHEET 114/03 Rodsiarac A Cooked Op NO CHANGE THIS SHEET emc I 1e70 7EC10 01013Y0R1VE NO103311$ FL 34275 P.O. 1305 11819 NOKOMIS, FL 34274 ecar: Visibly Better SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT asseeeswes PW-701 7 0 12 nesesime 4259 -4 1'73 nucleate/OM ,X*1 /// RakedL Clark, P.E PE 839712 Structural 2.784" OUTSIDE 2.784° -- MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT • • t tEWED CORNER ASS'Y :..*(INTEGRAL FIN FRAME) sex FX Resod Mr FX sr FX ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. WINDOW HEIGHT m 0 4 MAX. DAYLIGHT OPENING 1 INSIDE VERTICAL SECTION (INTEGRAL FIN FRAME) PRODUCT RENEWED ea comId7io8 with the Florida BoWfag Code �, ExA ratlm pye / /��j 71 ME� .Dade ��a^ 7 Modell nabt toss Redskee NO CHANGE THIS SHEET 11/15/03 Malabar A c.ei.0olc NO CHANGE THIS SHEET mae 1070 TECHNOLOGY 2451/5 NOKOM13 FL 94770 P.O. BOX 1979 NOKOMIS, FL94274 PST VYrfbly Better SECTIONS, INTEGRAL FIN 1 ALUMINUM PICTURE WINDOW, IMPACT 6.6wuat Sale S6.t wren pt. P1M1L70f 8 ✓ 12 ( 4259-4 B • •• • • • •••• • • • •• • •••• • • •••• • •• • • • • • • • • • • • • • • • •• • • •• • • • •••• •••• • • •••• • • • • • • • ••• ITEM DWG NO. PART # DESCRIPTION 1 4258A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 r•• 1 1/16" LAMI I.G. GLASS: 3/18" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED • • •• • • • •• •• i• • • 4262 64262 ARCHITECTURAL CORNER KEY e•!1 •• • ••• •• • •22 ••• 0... •• • • • 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .050" .970" 1 .975° ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6063 -T5 DWG NO. 4255 Read ar Dabs 346° �I .050" .975° ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 6063 -T5 DWG NO. 4254 ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A ITEM 2, FLANGED FRAME MATL: 6063 -T5 DWG NO. 4253 YROMX.a tia;tE4':rA u compiying with me Vtaapq Balding Curie Acceptance No 0 • 19 Expiration Date By Mod Ride Edam PRODUCT REVISED ex emptying with W c Florida Rolede Code Acceptance No ! 06. Pmdot2OvaDg1/ amaer F.K Road r FX m.oar Fx owe 4/4/07 Cala 12/1!/03 Oft 7/14103 limisbent e dada= A ammmar NO CHANGE THIS SHEET NO CHANGE 7711. SHEET tree I 7OOTEC NOLOGYDRIVE NOKOAS$ FL 94275 P.O. SQX 1028 NOKOMIS, FL 34274 Pc r Visibly & EXTRUSION PROFILES & PARTS LIST ALUMINUM PICTURE WINDOW, IMPACT Saafaeat aalc wee. PW701 9 d 12 I tirmkgaa 4259-4 •••• • • • •• • •••• • • •••• • • • • • • •• •• • • • • • • • • •• •• • 1 • • • • • • • •• • •• •• • • • •••• • • •••• • • • •••• .131° DIA. M N. x 2 1/2" NA L, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A •• • • • • ••• •• • ••• •• ••• ••• ••• r1/4° MAX. 1 SHIM T CONCRETE ANCHOR (SEE NOTE 1) A r1/4" MAX. 1 SHIM WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT SEE NOTE 1 FOR EMBEDMENT ® -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) •N0N ES: ® 4 yz.vs 1. FOR CONCRETE APPLICATIONS - , USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 13/8' MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. r►\ls\8 2. FOR WOOD APPLICATIONS , USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW MTH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. INTEGRAL FIN DETAIL B r1/4° MAX. 1 SHIM T WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ® EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM T FLANGED DETAIL C WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) SEE NOTE 1 FOR *.• ® EMBEDMENT: 7. • r1/4" MAX. 1 SHIM T 1x WOOD BUCK (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU PROthil:l Ke.e6i:1,1! a emptying with the Florida Bolding Code AegtoeNo OR —l1 (2. I16 Expiration Date 24t9 Daly By Nand al.inla° PRODUCT REVISED as napkin WS dr nod& e No _. !/L I %i !Wad Control Roar 1°4/ Rodstor Read* F.K Romer FX DrsenB• F.K Owe 414/07 Dstr 1ansm3 7114/03 B Rawas A awalsdey REVISE AND UPDATE ANCHORAGE PER CURRE NT FBC CHANGE NOTE 1 AND FASTENER SPACING Oats 1070 TE1H PIOLOGYORIVE NORMS FL 34271 P.O. Bqx 1170 NOKOMIS. FL 34274 PG" Visibly Better ANCHORAGE - HEAD, SILL AND JAMBS Tilke ALUMINUM PICTURE WINDOW, IMPACT smanada PVK701 sal" lase& nx.dm°a NTS 10 d 12 , 4259.4 11 • • • • • •• • • • •••• • • •••• • • • • • • • • • • •• • • • • • •• • • • • • • • ••• •0 • ••• •• • • • •• • ••• • • •• • • • • • •••• • •••• • • •••• ••• • s• TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. °X p c r.) a d > WINDOW "Y" DIMENSION 15.0' 20.0" 25.0° 28.5° 30.0" 34.0" 39.5" 45.0' 46.5' 48.0" 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 2. 4. . 2. 4. . 2. 4. 1. 2. 4. . 2. 4. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0° O.C.` CO N N ,_ n CO e8 CO O CO a8 N N N CO 2A N a ,.. m m is N 0 m c8' N m r8,-{.7i, r N r m N -8 r m N m CO --8 CO N m m 8" O N CD -8r O CO .N- r N CO r8, r N CO -8-8-8-8,,,,%048 r N N m r N N r N N m r N r N m r N 0 r 54.5' O.C. CO O n m u° O O m O N N g ui O a r ,p Q� u3 O m via O m . 3.- r O r m �nr�Tiv��u3v�3.- O r m O m m CO 0 m 0 0 m 0 m 0 m u�i��n�u�i?i r O m r O m r O N 4o r O N m w`3 r O N V' ��v�N�N r 0 m O m O 60.0° O.C.N CO - r` N 0 N N r N N a r m N O NrNrNrN5N5N5"Nror"rN".. m O 1D 0 CD 0 m 0 r CO r 0 CO 0 N r 0 r 0 Q `0NNN0 r 0 m 0 N 65.5' O.C. Cr `�' O cal r ,,, Cr O .- Cr tai 0 N r N g tq 0 a r o0 a 0 0 a a8 0 a r 8 0 r a t8+ 0 r a t� 0 m a ai i� 0 CO m a l7 0 CO m air 070 tD a r t� 0 a r 0 m r� mrr N g r CO l0 .- 0 N a r CO M .r_ 0 N co '-r r '-m a N 0 0 a N 8 0 N 71.0' O.C. m t8+ csj r 1- m t8+ 0 m ?t N �- N m chi .= m m 8 a, m el m r co r 0 r m O m m O r m CO O °' m 0 CO po 0 .- CO r 0) CO r O m r r O N m r m m CO °' D• 7695° • O.C.`'3' a 0 C4 - n a "� 0 0 a e� 0 V N a P5 0 sr m a 8 0 D, a 8..- 0 Cr 8-a3.- r 0 r a 0 r ,a -. 0 m a -Pi 0 0 m a a?i 0 0 m '-�. 0 0 a -a`� r 0 .- � r 0 _ r,- r 0=° N Sr P3.- N zzs-pNe�tN�N r a r m a 0 sr 0 • 62.0' •• • ac. m a- r r n m r ,- r m r r N m e- r m m �- .- 0 m r r 40 r •- r r m r r r,-0a- m CO r r ,-0 CO O CO m r r r r° m 0 r r r r m r m m_ NrN •- r CO N •ems •e!•5' •• O.C. m 'c'3 N n m " N ,- m 'B N N N CO `?3 N a r m m '� N O CO .- ,- O m r r N .- r CO . 0 ,- co i:: O _D m O N CO CO ps 3 ,- CO D CD 8Ti CO m l� m CO r - 0 CO r l� O m r l� CO N m `.�' r 0 N CO n r CO N m ' iz- r CO m .- - 0 m N n m N ••• ji• 1 O.C. CO vii r n CO u� r O CO e�jr r N N CO .ir r sr r m CO e yr r O m r ° m r u� r r r m elji r r O m m '�` co r m a= t+, r 0 0 _m t1d 0 O CO r u'3 r r O 4D r r m N m '7` r r N r O' r N0 r r m CO r r D N O r N • • 96.0° O.C. N N r Is N O N N r N N ' CO N O N O r rtV r N O r r co Pi 0 m R�1 N 0 m N t�3 r CO 0 CO a71 0 m CO VV r O a0 r o m r r m N N r r O N CO r n r CO N m r P r CO N N -. O 1D N r r m N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) MAX. 81/2' FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR 1 °Y" DIM. L �- "C° DIM. -1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8112' FROM ANY CORNER. ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (05) 3.1/4° ELCO TAPCON 4.1/4° ELCO SS4 CRETEFLEX 5.5/16' ELCO TAPCON PRODUCT RENEWED �Bolding Cod with the florid* Eaphattoa Data I 11ad• o Contra Disichla MODUCf'REVNED elamdyietwridithefloias lliddloaCods Ate Ns • • i Dar J LtF Rana eo Dam Raab= wows: FK: a amp 4/407 Deft 5 Wreaks. NEW SHEET Dwm S: F.K Day 7/14/03 cvwms: sam 1070 TECHNOLOGY DRIVE NONOMIS, FL 34275 P.O BOX 1570 NOKOM IS, FL 34274 c; r Visibly Better ANCHORAGE, WOOD SUBSTRATE >ar ALUMINUM PICTURE WINDOW, IMPACT ®nm•ac luotle PIN-701 I NTS rAaa� 11 m 12 madeora. 4259 -3 I B //A /Clark, P.E. PE 03712 Sdreanal • •••• • • • • • •• • • • • • •••• • • • •••• • • • • • •• • •• • • • • • • • •• •• • • • • • • • • • • • • • •• • •• •• • • • • • •••• • • • • • •••• TABLE 4. ANCHOR ON. CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE ANCHOR TYPES: WIND. "X' p U a > WINDOW °Y" DIMENSION 1. #12 STEEL SC GS) 2. #14 STEEL SCREW (G5) 3.1/4' ELCO TAPCON 4 1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON 15.0" 20.0° 25.0' 28.5° 30.0° 34.0" 39.5" 45.0" 48.5" 48.0° 3.,4.,5 3.,4.,5 3. 4.,5. 3. 4.,5. 3. 4.,5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0° 0.c. m Pi N N n m to 4N- o m Pireaa= 4 N m m 4- N r 1 a- w . �ea�ro, CO m � sr CO sr CO 0 eaa, P 1 r�e�i,- w CO 4- m ai^ 4- m I- .5ar5051:na-ea- n m w m 4N- m w m 4N- m w w n . m m a- m a)PnpiPi�eas-c� 4- 4- m n m co CO 4- N P m P P CO n �eaPea' t` CO eN- m P 54.5s oz. CO O n m O o m O N � m CO �ir�r3:- O V. N P m O o. m CO O .p m N = m w�wr�ar��reaa m O cy 0 m O m O N CO m w CO O m w CO a O m w co �a- n 1 m m '-u 0 m O Pcp .= n m pi0Z m m O N - s- m O N P Cp �.- n 1 n m 0 0 cvP3 m co ` 60.0° O.C. CV I4- ° CO '� w N m N P r CO '� w st CO aa-: CO m w w r w m = CO m ea w r m ra w P m can w m m g CO m h= w m n m m to m �O v� w" N N " co n m sr n m a w N C. 4- 85.5" O.C. v m o N a.- n 1 en 0 o Q ., o P m '4• a3 o^ N m 4- CO sr m a as o � a P m m t' CO w v a o w co a- n a a a o a- P a a 0 a- m n m ea w 1 e7 O m ea w a {7 o m a w m -. a- co m o r. m n " o a- v ra o m - co m m m co v - 0 N a- a- v ea 0 N a- •- `c42 co m a- n v ra 0 eP v ea 0 a- 71.0° O.C. m ea N s n m a P a- o m n w N.. s- to m Pi a- m ^ m a a- °° m a- P m m m es m 5 w m I: m a- m ?i a- s- m Pi .- ` co Pi n m ai o, co r w m ea o, eo `a' CO ra o, CO 5 m o m co n w : m g a- r CO 5 m co ua m `p n w m a- N ' 4- m of m o n Cp w m g a- PRODUCT Rds „A u Code nu Pp3�4P1 A* p (Nom -1 2• ID D.rc 2 14 F • I • 761.'5° O.C. __sr e O co - n as O o a3 O N P m V to O N a_ w o a- c0 SC 'a' O o a- 0 m r m w R to O w m ,- m : sr ea O a ea O - _m ea n _m Pi w a ea O m PS w R ca` O m Pi w N '- m sr " m 1 " w V ea co N m CO ear m Sr .- w N r v ea O N - •a- N m 1 a- n 1 a- w sr N O P ••• 9?•9° • • • • O.C. m a- N a- n m a- .- o o N Co m r N d. ea CO .r CO m a- .- P CO ra CO w m a- w m ��i A m _ a- .- a- m a- a- n m w ° co w m a- a- m w co to CO P m o m a- m a m m ua m V' ea m N a- a"' a- m a- - V a- m n m 1 a- n 0 a m (0 a.. a- P Bz �y4..i . 11,4., •• 8716• •• O.C. CO va co n Co to r o CO n w co a- m CO era <° N m ^ m o. a- CO CO ua o a- CO CO n m w CO o w CO --c,,, n - m as - CO 'ra - eo m m 3 w CO pi 0 m 5 w CO 0 m a w m 5 m a a- m m I: w - m c'3r a- m 5 m Cp '"Sr m m I: CO N r m tea N - a- m 5 m sr a- n m n m CV m car CSI P Bid Ct•ba 1 WO •�3d' I •• • O.C. m 'ra a- N a- m `aC a- O "`o r o N a- co m `2 s- N co 4- m " r 1 a- eO 4- w m 'a a- w Cp ea 4- m 0 ,- 4- m „- 4- o a co m g w ED r m g w CO a e m i w •. .- CO 1 a- CO w m Di a- s- CO ai m l'ir m w N a- CO ZS t- N r 4- m F m �, r n o, � _m • a- cv E de Fior ds PnswcREVi�D so emptying Bad Cod( No ■.! • 96.0' O.C. r n " ° CO oa w N - m "Pr N r m CO �. m "r:w12 a m m m wa m n° a- rr4- 4-m co a w° N CO i4r2am w m w V CO m a CO 4- m0' m m m CO v- "s- N C4 a- m 0a m sr -n n ` m c4 ` ., • CIO a._w ?Dij9 1/. rJP,i / .1.-- ..,.: e;,�a .,...; NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND 'Y' DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS L dark P.E. PE 038712 Structural 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR �- -^ DIM. 'I FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER tr..aer Oats wNtmc p 1.11 o"qoa". ANCHORAGE, CONCRETE SUBSTRATE *m ALUMINUM PICTURE WINDOW, IMPACT Sand q. FK OaSe 414/07 Reedskas 8 NEW SHEET 1070 TECHNOLOGY DRIVE NOXOd93, FL 30275 �"'� °m` P.O. amen F.K. ms 7/14/03 ea.mmey Oats Natorvs FL S4274 Visibly Better FPW701 m"s I NTS a.e 112 d 12 I oarotl. 4259 -3 I tas B iam fares Village ulld Department 0050 NE,2nd Avenue l+ arni Shores, Florida 33138 (305) 795,2204 Fax: (305) 756.8972 INSPECTION'S. PHONE NUMBER: (305) 7614949 Permit Type: BUILDI G RQOF'ING Owner's Name (Fee Simple Titleholder) : N e Phone # -7 LI 1' c Owner's Address in 1 hi ( (c) ff' City!"` State Zip Tenant/Lessee Name Phone # Email II Job Address (where the work is being done) City` Miami Shores Viils:e County 114ianr -Dade Zip FOLIO / PARCEL # 1 Is B.uliding;Ilistorically Designated YES NO .: Flood Zone Contractor's Company Name �l d�� 1 JC- Phone # J Contractor's Address i 0 p :.^. City 4‘\--( State f t-" Zip /‘V Qualifier Name &Z-H$) C&71 Phone # State Certificate or Registration No. C_ 12'1(5/ Certificate of Competency No. (20 / 3-7- Cont Phone E- Architect/Engineer's Name (if applicable) 04 AVIV, a . ' Lk_ _ Phone # 3 3 Value of Work For this Permit $ -°-- -- Square / Linear Footage Of Work: Type of Work: LJAddition DAlterat on DNew 0 Repair/Replace 1Denio1 Describe Work; 1, .. "1, ate`, ** * * * * * * * * * * * ** ** Fees ; * * * ** * ** * * * *** * ** Submittal Fee $ Permit Fee $ CCF ;$ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ f Scanning $ 1 Radon $ DP I.$ Bond $, , Double Fee $ Violation date: 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 approvecLand a,r0inspection fee will be charged. --�%' / / iC Si a . ..._ _,��_- - gn tyre ./r .,_ -• G��!��--` Signature Owner or Agent . The foregoing instrument was acknowledged before me this day of , 20 ld', by who is personally known to me or who has produced `- t i As identification and who did take an oath. NOTARY PUBLIC: Sign: • Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this - day of ; . ':t_..` , 201C., by C.A-.r= :-. `aa. I (4= ) who is personally known to me or who has produced - .. . as identification and who did take an oath: ��tH111illll /��! 31ys, NOTARY PUBLIC: Sign: Print: My Commission Expires: � ,,, -.::., I l u \,` \y f ** *********************:F****** *+ j��ti: 444;»** *********** ****************** ** ****F********�rki(************k APPROVED BY - �'.a.= .. .r'- :)J; 7• r`.t'•t Plans Examiner 1,1 0i, Zoning le"., .3,-----7:e.,.. Engineer (Revised 07 /10 /07XRevised 06/10/2009) Clerk checked Dr. Nelson Adams 1098 N.E. 9S St. Miami Shores, Fl SCOPE OF WORK FIRST FLOOR 1. Re stucco all exterior stucco of existing residence as per plans see elevation 2. Replace all windows, fixed glass and doors some in new openings (no front door work) 3. Insulation to be installed where drywall was removed 4. Build new partitions as per plans 5. Drywall for new partitions. Replace damaged drywall after electrical and plumbing work 6. Replace all existing wiring and add new outlets and switches as per plans. Replace meter and panels 7. Replace all plumbing supply lines in all bathrooms and kitchen 8. Replace two Air conditioning units to include new duct work 9. Replace all plumbing and electrical fixtures as per plans 10. Replace all interior doors 11. Installation of new the floor in all rooms 12. New bathroom in the existing den 13. Raise the existhtg floor in the existing den 14. New kitchen cabinets and appliances 15. New vanity cabinets in all bathroom 16. Prime and paint interior and exterior of residence 17. New driveway finish at the existing driveway under separate permit 18. Pool and pool deck renovation with new equipment and whirlpool under separate permit 19. New covered front porch addition to replace the existing one with steel columns in concrete 20. New landscaping with modified irrigation 21. New septic tank and drain field 22. New audio and cable TV system 23. New security ahem system with cameras 24. New 400 s.f patio at the existing grill area at the south side of the rear property 25. New modified sidewalk design 26. New hand rail at the existing interior stairway 27. New metal gates and railings at the renovated pool 28. New gates and the existing interior courtyard with a new sidewalk finish. 29. New emergency generator at the east side of the house 30. New gas meter for the generator and stove 31. New water heater SECOND FLOOR 32. Re stucco all exterior stucco of existing residence as per plans see elevation 33. Replace all windows, fixed glass and exterior doors, some in modified openings 34. Insulation to be installed where drywall was removed 35. New R --30 roof insulation 36. Build new partitions as per plan 37. Drywall for new partitions. Replace damaged drywall after electrical and plumbing work 38. Replace all existing wiring and add new outlets and switches as per plans 39. Replace all plumbing supply lines in all booms 40. Replace one Air conditioning unit to include new duct work 41. Replace all phunbing and electrical fixtures as per plans 42. Replace all interior doors 43. Refinish existing wood floors 44. Prime and paint interior and exterior of residence 45. New expanded balcony with access from the master bathroom. 46. new railings at both the front and rear balconies 47. New barrel tile roof BACK/FRONT RAISED FLOOR PORCH AND TRELLIS 48. New slab and steel columns covered with concrete and decorated with keystone 49. New trellis for back porch and new tile roof for front porch MAID'S ROOM/GARAGE 50. New electrical wiring and new supply lines 51. All plumbing and electrical fbrtures to be replaced 52. Replace interior doors 53. Replace all windows, fixed glass and exterior doors 54. Block up (2) doors and (3) window openings 55. New concrete patio facing the pool „r\goki-D `. tj Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 iUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address Electrical paltEVIS% APR E72010 ttiJ Permit No. Master Permit No. ` I C 2.- cf - i g Plumbing Mechanical CerA. Phone # Roofing City tcf` u State Zip Tenant/Lessee Name Phone # Jib Address (where the work is Ibeing done) 514 w „/ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # it 3ZQc` ©1Z.> 0010 Is Building Historically Designated YES NO 70 Contractor's Company Name Zi?..s=s.F ` ( Pr Contractor's Address l...” M.)-1 cr- City State Qualifier Name p t 4® i l- 6S c�� Phone # State Certificate or Registration No . 25 (25V Certificate of Competency No. goo / s---977 Phone # Zip eqrz, 3/c)lie" Value of Work For Type of W Describe 0 Phone # ( ° 5 Z - ca 3 `7 Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition _to ri+24 * * * *, ***** * * ** * * *, ****** ****** * * ** *** Fees************* * * * ** * * * * ** ** * * * * * ** * * * *** * * * ** od Submittal Fee $ Permit Fee $ Nbtary $ Traini�ng/Education Fee $ Scanning $ VI • C„�� Radon $ Bond $ Structural Review. $ CCF $ CO /CC Technology Fee $ DPBR $ Cale Enforcement $ Double Fee $ Zoning $ Total Fee Now Due $ 44'00 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`s 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 e an oath. NOTARY PUBLIC: 0/Nta4 10 on# ssi /11 Sign: Print: 662p6 2 JEO., °c. My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification ando latake an oath. NOTARY PUBL C- yl,AlI" 1.146‘.4.56 Mott coo My Commission Expires: ****************,*********************************,*,**** ** * *,* * * * * * * ** **** * **** * * * ** * ** APPLICATION APPROVED BY: de S f 16 (Revised 02/08/06) Plans Examiner Engineer Zoning „a N1M UA./ Y� odic- N-&a1/4.706 ('t) c, e;41) P&c-z-vL fkLcdAli AU. DOORS AND WIND WOOD BUCK SECURE NEW WINDOWS ,olcevo 1 • A I0 --2000 EXISTING SINN FLOOR CONDITI TO BE CORREC EXISTING BLOCK UP - EXISTING WNDO RELOCATED EXISTING PANEL 180 INTO BEDROOM FROM CLOSET 1— Wp cr cc z 0 _o TN L W ccr)W (/) . O WW2 oz • c ® EXISTING WOW FRAMING TO BE REMOVED. OPENING 10 REMAIN NEW STUCCO PATTERN FINISH AT FIREPLACE CENTER UNE OF TUB r FURRING WALL \y REV -5o°4 - -JpOp 7 -7 -OD TO RE %N0om5 EXIST. CLOSET z10 EXISTING CLOSETS TO REMAIN WITH NEW SLIDING EXISTING MASTER BEDROOM ELEV. 22.57 NGVD EXISTING WALK -IN CLOSET 208 = -- ®°\ EXISTING I BATH - JRRX�ES COSTING & TILE EXISTING BATHROOM WALLS AND DOOR TO BE REMOVED AS SHOWN EXISTING BATHROOM DOOR TO RELOCATED AS SHOWN LEGEND Z a ce 0 0 J L. z GENERAL NOTES NEW RAILING NEW TILE ROOF AT ENTRANCE PROPOSED 2N ©FLOOR PLAN SCALE: 1 /4 " =1 ' —O” 07 SHEET A -2 OF 0 64JTZETO ® REVISION 10-20-09 A REVISION 10 -20 -09 A REVISION 4 -1 -10 DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS 10 EX. SWING 3'- 6 "X6' -10" ALUM. METAL YES YES IN SWING DOOR 20 EX. SWING 2'- 6 "X6' -8" WOOD WOOD NO NO CUING D OUT © SWING 3'- 0 "X6' -8" YES SELECTED OWNER BY 0 SWING 2'- 0 "X6' -8" YES 50 SWING (2)2'- 0 "X6' -8" NO © LOUFOVER D BI -L 2'- 6 "X6' -8" WCOD METAL NO 70 SWING 2'- 6 "X7' -0" 3LASS & ALUM. METAL YES YES ® FRENCH FRENCH (2)2'- 6 "X7' -0" Q FIXED 5 DELIGHT O FFRENCH (2)2' -6" X8' -0" 1 © (2) 2- FIXED' §IDELIGHT 1"X8' -0 0 FRONT FATE (2)5'- O'X7' -6" NO NO 11 SWING 3'- 0 "X6' -8" WOOD WOOD NO NO © GATE 3'- 0 "X4' -0" ALUM. METAL NO NO © GARAGE 16'- 0 "X7' -0" ALUM. METAL YES NO ® MPG 2'-0 "X6' -8" WOOD WOOD NO NO GRILL AIR © DOOR R 2'- 8 "X6' -8" GLASS ALUM. YES NO ©; ;Mr 3'- 0 "X7' -0" GLASS & ALUM. ALUM. YES YES © SLIDING (2)2'- 6 "X6' -8" WOOD ALUM NO NO ® SWING 2'- 6 "X7' -0" WOOD WOOD NO NO 0 SLIDING 3'- 0 "X6' -8" WOOD WOOD NO NO ® (2)2'-0 "X6' -8" WOOD WOOD YES NO EPOCKE SWINGER (2)2'- 6 "X6' -8" WOOD WOOD NO NO 0 EX. SWING 2'- 6 "X6' -8" WOOD WOOD NO NO 0 SWING (2)2'- 6 "X6' -8" WOOD WOOD NO NO ® EX. SWING 2'- 0 "X6' -8" WOOD WOOD NO NO ® EX. SWING 2'- 0 "X6' -8" WOOD WOOD YES NO RELOCATED r EX. POCKET 3'- 0 "X6' -8" WOOD WOOD NO NO ® SWING 2'- 0 "X6' -8" ALUM. METAL YES YES SWING 2'- 8 "X6' -8" SWING U%I � 6' -8" ALUM. METAL YES YES IN SWING DOOR W OUT -SWING _METAL GATE MIAMI-DADE COUNTY \11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries 10100 N.W. 25 St. Miami FL., 33172 SCOPE: Voaev f!4te° q Ap R 2 21 o MIAMI -DADE COUNTY, FLORIDA 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • ' ° °° (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com METRO -DADE FLAGLER BUILDING 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 50" Inwin�a 1inum nnr w/ �ir3 li Pc =1mpact 1) APPROVAL DOCUMENT: Drawing No.W06 -73, titled "Series 450 Inswing Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7, prepared by Al- Farooq Corporation, dated 10/27/06 and last revised on Nov 08, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING�41. ar c and ma "`1T I ssile`Tit�pae Limitation: 1. Ext design pressure = +50 psf w/ Sill type S -1 and SS type sill is not rated for water infiltration. 2. Full design pressures (see harts) are applicable, where water infiltration requirement is not needed. t$4 LABELING: Each unit shall k ; A�, rmanent label with the manufacturer's name or logo, city, state and following statement "lYh• �;g Product Control Approved ", unless otherwise noted herein. RENEWAL of this N • i ered after a renewal application has been filed and there has beennq change in the appli . ,y4 F e negatively affecting the performance of this produgt. . • :, • • • TERMINATIO i11 occur after the expiration date or if there has been a rg in materials, use product, f with an tore of the product or process. Misuse of this NOA as an e g or any other purposes shall automatically terminate this NOAR OA shall be cause for termination and removal of NOA. •••• AD �, : The NOA number preceded by the words Miami -Dade County, fM & 4 thee` �"� ksF, �' may be displayed in advertising literature. If any portion of the NOA: Qis be done ' tirety. • • INSPECT ON: A copy of this entire NOA shall be provided to the user by the manufact rer pr its distn utors and shall be available for inspection at the job site at the request of the Building Official. • • • .•••• This NOA revises & renews NOA # 03- 0422.02 and, consists of this page 1 as well as approval documdii • t• • mentioned above. The submitted documentation was reviewed by Ishaq I. Ch da, P. E. • .• NOA No. 07- 0228.01 Expiration Date: November 09, 2011 Approval Date: April 19, 2007 Page 1 • • Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0422.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W06 -73, titled "Series 450 Inswing Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7, prepared by A1- Farooq Corporation, dated 10/27/06 and last revised on Nov 08, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0422.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, prepared by Al- Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME - 1300 -02 QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS D. E. F. 1. . . • • • .. • Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Y ii Interlayers ", expiring on 03/04/09. STATEMENTS (transferred from file# 02- 0702.01). Statement letter of conformance and no financial interest, dated Kx 21:05, sighed : 1. .00 ▪ ..0. .00. • . 0.. • ..0. .0 • • • • . • 0000 • .. by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. • • • G: OTHER • • . 1. This NOA revises & renews # 03- 0422.02, expired on 11 -09 -06 ' "' " • 000' 2. Series 450 Outswing NOA # 06- 0127.02 expiring 11 -09 -11 is . ` , L 1 4 4 I haq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0228.01 Expiration Date: November 09, 2011 Approval Date: Apri119, 2007 E -1 • • • • • • • • • • TYPICAL ELEVATIONS STEPS TO USE CHARTS/GRAPHS SEE SHEETS 6 4 1. •• ••• • • • • • •• • • •• ••• • • • • • e 74 -1 /2' FRAME WIDTH 11 1/4' D.L. , n tT1nrH WIDTH VWIDTH TH V date : 10 -21 -06 I sheet 1 of 1 \ `♦ ♦ \ \ © ♦` / / / / / / / L \ % 6 7/8' d 4- tuuolpryy •.• •SigELTTE6 • ••• • ■sAVAILASLE �-g • • • • • • • • • • • • • •• • • • • • • • ••• • • • e1, 0 FRAME HEIGHT PANEL. VIDTH D.L. OPG. VIDTH 24' 12 -7/8' 30' 18 -7/8' 36' 24 7/9' 42' 30 -7/8' PANEL HEIGHT D.L. OPG. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6° FROM CORNERS MAX. SPACING 24° O.C. AT HEAD & SILL FRAME HEIGHT = PANEL HEIGHT + 1.750' FRAME 910TH = PANS WIDTH + 2.750° Mgr. STRUCTURES FAR000 FLA. PE r) 18557 kov gam PRODUCT RENEWED Y� 1!t•1N Rortae nmN• ol-0228.p/ Mike 4!'NBv4 osntrot oi I - 245U a DOOR DETAIL I l - ITEM DESCRIPTION leee shoat 2 of 1) W06 -73 raik CORPORATION construction g industries corporation 10100 northwest 25 street Wand, Rarida 33172 /♦ ENGINEER : Al Farooq Corporation Dr. Humayotal Farooq Structural -Fla. PE w 16551 date : 10 -21 -06 I sheet 1 of 1 % ,`\ `\ ♦♦ / / / / / \ / / / • • • • • • •• • • • • IN • • • !F / /I/ / \ `\ ♦ • • `♦ •• • • i♦ • • •\ • s• •\ • • • • • • \V/ • • • tuuolpryy •.• •SigELTTE6 • ••• • ■sAVAILASLE �-g • • • • • • • • • • • • • •• • • • • • • • ••• • • • e1, 0 FRAME HEIGHT PANEL. VIDTH D.L. OPG. VIDTH 24' 12 -7/8' 30' 18 -7/8' 36' 24 7/9' 42' 30 -7/8' PANEL HEIGHT D.L. OPG. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6° FROM CORNERS MAX. SPACING 24° O.C. AT HEAD & SILL FRAME HEIGHT = PANEL HEIGHT + 1.750' FRAME 910TH = PANS WIDTH + 2.750° Mgr. STRUCTURES FAR000 FLA. PE r) 18557 kov gam PRODUCT RENEWED Y� 1!t•1N Rortae nmN• ol-0228.p/ Mike 4!'NBv4 osntrot oi I - 245U a DOOR DETAIL I l - ITEM DESCRIPTION leee shoat 2 of 1) W06 -73 raik CORPORATION construction g industries corporation 10100 northwest 25 street Wand, Rarida 33172 product : Serb 450 INSWRdG Doors 4 SIdeItt ENGINEER : Al Farooq Corporation Dr. Humayotal Farooq Structural -Fla. PE w 16551 date : 10 -21 -06 I sheet 1 of 1 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • r'PICA1. ELEVATIONS TRUE 1- IORIZONTAL MUNTIN CI OR MORE PER PANEL) TT X652 .777 .754 RESIDENTIAL HARDWARE GLASS TYPE 13A COMMERCIAL HARDWARE • • • • • • • • SHINCSE L %OATIONS • •• I. • M • . �D0 4i1T • • • &IPip -3Y•'• • • • ,fa00 • t0 - :/4: •• ••• • OPTIONAL TRUE MUNTIIi5 DOOR OR SIDELITE • • • • ••• • ••• • • • • • ARC DESCRIPTION • • •• • ea. RECD. • 3 •4 MAX. SPACING 35 1/2' 30 1/2' • • • • • • • • ••• • • • GLASS TTNE 13E3 TYPICAL GLAZING DETAILS Engr. OR. NUMAYOUN FAR000 S1R 1A.ES F1.0. PE PEN 10557 ►4O (t A zoos raoDucrae IEWP.B Bald n C wth do Notts •L es 07,122.2 .0! i iptra00 Ms,401/0 t:,a 11 Dab Rithirs lot•, •Ll.,�.Nl Qsaf+wl GLASS TYPE 13C 1 -I - INSWING DOOR DETAIL 11 - ITEM DESCRIPTION Case shear. 2 of 1) W06 -73 • CG► CORPORATION construction glass industries =potation 10100 northwest 25 street Inform, flarda 33172 product : Series 4S0 Inswing Doors ■ 5tdelttas / • i � �. II �N \` 1 / i i r COMMERCIAL HARDWARE • • • • • • • • SHINCSE L %OATIONS • •• I. • M • . �D0 4i1T • • • &IPip -3Y•'• • • • ,fa00 • t0 - :/4: •• ••• • OPTIONAL TRUE MUNTIIi5 DOOR OR SIDELITE • • • • ••• • ••• • • • • • ARC DESCRIPTION • • •• • ea. RECD. • 3 •4 MAX. SPACING 35 1/2' 30 1/2' • • • • • • • • ••• • • • GLASS TTNE 13E3 TYPICAL GLAZING DETAILS Engr. OR. NUMAYOUN FAR000 S1R 1A.ES F1.0. PE PEN 10557 ►4O (t A zoos raoDucrae IEWP.B Bald n C wth do Notts •L es 07,122.2 .0! i iptra00 Ms,401/0 t:,a 11 Dab Rithirs lot•, •Ll.,�.Nl Qsaf+wl GLASS TYPE 13C 1 -I - INSWING DOOR DETAIL 11 - ITEM DESCRIPTION Case shear. 2 of 1) W06 -73 • CG► CORPORATION construction glass industries =potation 10100 northwest 25 street Inform, flarda 33172 product : Series 4S0 Inswing Doors ■ 5tdelttas ENGINEER : Al Farooq Corporation Dr.1-lumatyasl Farooq Structural -Fla. PE • 16551 date : I0 -21 -06 I sheet LI of 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 15ILL OF MATERIALS ITEM DESCRIPTION 0 2.4 ED 12 41 16 11 181 10 10.4 108 LI El •12 X 1 1/4" HEX HEAD 5/5 SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 11/2" X 1 1/2" X 3/16 "THK ALUMINUM PLATE 51 -1EAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 9/32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 0 CENTER OF PAIRS SPACED 6" O.C. 4 24" O.C. MAX. •10 X I" PH- PI -I -55 TEKS SCREW, g 3" 4 1" FROM ENDS 4 24" O.C. MAX •14 X 3/4" HEX HEAD 5/5 TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 320 HIGH WOOL PILE WITH CENTER FIN (ULTR.4FAB • 3032) 350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY • 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KUJIKSET SERIES 180 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE /Elilg 67,0Q0 • • • • • THREE POINT lOCK MFOH�IIIM • • • • • •• • • • • ••• • HAGER 4 I/2" x 4%5000 sl;A98•fOt@ •.=/5j4- NGE SECURED WITH 4) •1V24 X I/2" BRASS F.H. M.S. (3 PER PANEL UP TO T-6 3/4" HIGH) (4 PER PANEL, OVf.a 1' -6 3 /4 "•TQ 9'- ¢43/4" HIGH) • • • • • • • FLUSI -IBOLT .4T t`OP:4 BOTTOM € INACq l\ • • LEAF (DELT.4 t'R7D�'•L• 5544 411Bµ PPEINFORCEIP TIP 13 14 1 15 761 1181 13.4 I3B ICEI 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER 1/2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" THK H.S. GLASS AND .090" SAFLEX INTERLAYER 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS I/O" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .0W" SAFLEX INTERLAYER OR I" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTER -AYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X 1/8 "THK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM © ) THK (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .090 T1-1K. ALUM. SHEETS 4 (7) 1/4" PLYWOOD AT CENTER 1/2" X I/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 1/8" X 5" X I/O" THK CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. = EXTRUSION LIST 500, 501, 502, 506, 501, 508, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -T6. DR. h1UAYOUN RR= STRUM FIA P 11665..7 QV 0 4 LUDb PRODUCT RENEWED as comPltlgwiN rtr Redte Balding Code Accepting o7- ozag.o! &pYf1ta• DMIDAP/d .lob laskT w8el�cu M TMdos W06 -73 ra k CORPORATION construction glow Industries corporation 10100 northwest 25 street mime, Uortda 33172 product : Series 450 Ineming Doom 4 Sldelites ENGINEER : Al Farooq Corporation Dr. Fkrmayoun Farooq Structural -Fla. PE • 16551 date : I0 -21 -06 I sheet 2 of 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME I-1E IGMT d) Xo 4 4 E l)(4 PT WOOD n 1/4 °X73/4 °LONG 1 �— TAPCON SCOW 1 •6 °FR01101 1 • /C AND74 °OD. . (INTERMEDIATE NC 1 ) (BEE SHEET 6) %1/4" 0 X 3 3/4" LONCs -ti (1 TAPCON SCREW 6 • d 1 OPTIONAL SQUARE GLAZING 0 • • • • ••• t• • '— OPTIONAL I ! INSTALLATION NTO 2X4 PT WOODD/ /4• e X 1 3/4° LONG TAPCON SCREW • 6° FROM ENDS AND 74° O.G. (OATERIEDIATE ANCHORS) ••••• •• • •• • • • • • • • • • •• IX4 PT WOOD TYPICAL JAMB ANC110339 1/4° 0 X 3 3/4° LONG" _/ TAPCON SCREW • 6° FROM ENDS AND 70° O.G. (8EE BFEET 6) 2X4 PT WOOD INTERIOR TAPCON SCREW I/4" 0 X 4" LONG OPTIONAL INSTALLATION NTO 2X4 PT WOOD 1/4' MAX. 1.250 11 4.852 511 .675 4.812 315 2C 25 2A EXTERIOR 13 m OR 16 TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY FRAME WIDTI -1 IN SWING DOOR INTERIOR e TOP 4 BOTTOM OP INACTIVE PANEL NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON + -.� • SHf•2f$ 3, 4 AND 5 MAY BE DIRECTLY • • • • • d•.0' *, ONRY WITH 1/4" MAX. SHIM SPACE • • • • • • • ri1T17 VARIATION IN CAPACITY. ••• • • • 502 505 1.250 Ertgr. 00. HUl(A15161 F70)00 STRUCRIRES FIJ PE di 1 ▪ oucrE e s pb.uamsllahu' Bubb* Cede Aespts=N•a7 -o2Jk • E spkdo.fbAkuo_9. ZQ � EXTERIOR W06 -73 rrn ■ CORPORATION / usistnotta1 glass industries CaporaUa- r/ 10100 northwest 25 street inland, flarida 33172 .product : Sefiee 450 NSW■ Door6 / Sidelitee ENGINEER : Al Farooq Corporation Dr. I- lusayoun Farooq Structural -Fla. PE • 16551 date : 10 -21 -00 I ehset 3 of 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION SEALANT 1/4" SHIM DOOR FRAME WIDTH 1250 z.a�a THIS SILL IS NOT RATED FOR WATER SWEEP 4° WIDE SADDLE • • • •• ••�•• •• • • • ••• •• • • • •• I/4" 0 X 1 3/4" LONG TAPC�OpN /�7SCREW • • �°"l .C. -•DQJ • 24 .C. • • • • • ••• • • A. • • •• • • • • • ••• • • • n SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER SIDELITE FRAME WIDTH IX4 PT WOOD SIDELITE FRAME WIDTH REFER TO SHEET 2 OF 't FOR TYPICAL BILL OF MATERIALS 1/4" 0 X 3 3/4° LONG TAPCON SCREW • 6" FROM ENDS 4 20" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 W06 -73 • cam► CORPORATION construction glass industries corpore0on 10100 northwest 25 sheet mlami, fiorida 33172 product : Searles 450 NSWNG Doors 4 Sldel•tes ENGO EER : AI Farooq Corporation Dr. Fkanagolrl Farooq Structural -Fla PE' 16551 data : 10 -21-06 I sheet 4 of 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 X 1" PI -I -PH SMS 5/S (2 PER © CLIP) ..•••••••••• • • • • • • • • • •• ••• •■ • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • • • • ••• • • • .675 4.812 MULL ION Ltp SIDELITE FRAME WIDTI -I SEALANT 4.812 511 1 "' 5l1 .75 SIDELITE FRAME WIDTH Eng' 0*.::uMAYOUN F0.1000 STRUCT �7 lVl "� ft LIlUE~ PSODUCPE6NEWWD facomptoaqielta Ss Radix flakaascode Sate� �1F1 g� �44eq y f eft Coma! Baas Skidoo REFER TO SHEET 2 OF i FOR TYPICAL BILL OF MATERIALS W06 -73 rrn CORPORATION construction glass industries =potation 10100 northwest 25 street miami, f 33172 products Series 450 INSWING Doore t Sldelitas ENGINEER s Al Faroora Corporation Dr. Wurnayotai farooq Structural -Fla. PE • 16557 data : 10 -21-06 I etlsat 5 of 'f ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PANEL PERFORMANCE CHART FOR DOORS. SINGLE SIDELITES AND MULLIONS LAMINATED GLASS NOMINAL DIMS. IN-SWING MMLION LOAD CAPACITY PSI, DESIGN LOAD CAPACTY -PST PANEL WIDTH PANEL HEIGHT ANN. LAM. GLASS (TYPE IBA) R.S. LAIL. GLASS (TYPE 190) EXT. INT. EXT, INT, 2/0 2/6 3/0 3/6 6/8 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 87.1 871 100.0 110,0 110.0 2/0 2/6 3/0 3/6 7/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 82.6 82.6 100.0 110,0 110.0 2/0 2/6 3/0 3/6 7/6 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 76.8 76.8 100.0 102.9 110.0 2/0 2/6 3/0 8/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 2/0 2/6 3/0 9/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 96.6 100.0 100.0 100.0 100.0 80.5 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE 15 NOT REQUIRED. UMIT EXT.( +) LOADS TO 50.0 PSF FOR THRESHOLD CD WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD (3 IS NOT RATED FOR WATER INFILTRATION. •• ••• • • • • • • •• • • •• ••• PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULATED LAMINATED GLASS NOMINAL DIMS. IN-SWING DESIGN LOAD CAPACTY -PSF PANEL WIDTH PANEL HEIGHT II180L. ANN. LAM. GLASS (TYPE 19C) EXT. INT. 2/0 2/6 3/0 3/6 6/8 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/0 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 7/6 80.0 80.0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMIT EXT.( +) LOADS TO 50.0 PSF FOR THRESHOLD 3) WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD IS NOT RATED FOR WATER INFILTRATION. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• • • •• • • • • •• '• • • • • • • B4PI .'••• • • • • • • • • • ••• • - ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PflOD11C'i R6NEVYP.O yLp•ffidelldde E o OZ2& al O•e G MOW x THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. PANEL WIDTH PANEL WIDTH PANEL WIDTH REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MUWON CAPACITY. Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 NO V 8 Mb 8 2 S O y » $ ti drawing no. W06 -73 (sheet 6 of 7 ` \ � �` `\ / / / i ' i / / • i \ ` \� ' \ \ / PANEL WIDTH PANEL WIDTH REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS: 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MUWON CAPACITY. Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE j 16557 NO V 8 Mb 8 2 S O y » $ ti drawing no. W06 -73 (sheet 6 of 7 (Sheet 7 of 7 ) 24' PANEL WIDTH SINGLE DOOR OR SIDEUTR RULLON ANCHORS AT SIOEIDE MTG SDLE ANCHORS DOUIBLE DOOR 24' • 7 • • • PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH • •••t.a • • ••• FOR SIDEUTE AVG. PANEL WIDTHS 1150R + Ffytu il'ANEL• • • • • ••• • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • •• • • • • • • • • ••6 MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL D1M8 DESIGN LOAD CAPACTY-PEN DIMS DESIGN LOAD CAPACTY-P07 TYPE 'Jr TYPE 'C' NOMINAL TYPE 'R' TYPE 'C PANEL WIDTH PANEL HEIGHT CLUSTER OP 2 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 0 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEIGHT CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 5 ANCHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 892 119,9 110,0 110,9 1109 2/0 2/6 3/0 3/6 6/8 682 110.0 1100 1100 110.0 766 110.0 110.0 100.1 110.0 703 110.0 110.0 1003 110.0 583 110.0 110.0 87.9 110.0 583 110.0 110.0 83.8 110.0 50.4 1003 110.0 71.7 1103 50.4 1003 110.0 71.7 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 110.0 110.0 1100 2/0 2/6 3/0 3/6 7/0 849 110.0 110D 110.0 110.0 872 1109 110.0 953 1109 67.2 115.0 1109 055 110.0 589 110.0 110.0 793 1100 569 110.0 1109 79.6 110,9 48.0 089 110.0 992 110. 48.0 93.0 110.0 882 110.0 2/0 2/6 3/0 3/6 7/6 79.4 110.0 110.0 1100 110.0 2/0 2/6 3/0 3/6 7/6 78.4 1100 110.0 110.0 1109 62.7 110.0 110.0 892 110.0 627 1100 1109 892 110.0 52.3 104.5 1100 74.3 1100 523 104.5 1100 74.3 1109 443 89.8 110.0 63.7 1100 443 893 110.0 63.7 110.0 2/0 2/6 3/0 8/0 13.5 110.0 110.0 104.5 1100 2/0 2/6 3/0 8/0 733 110.0 110.0 1043 110.0 58.8 110.0 110.0 83.8 110.0 583 1100 1109 83.8 110,9 49.0 060 110.0 69.7 1100 49.0 98.0 115.0 69.7 110.0 2/0 2/6 3/0 9/0 60.3 110.0 110.0 92.9 110.0 2/0 2/6 3/0 9/0 653 1109 1100 929 110.0 53.3 1040 110.0 743 110.0 52.3 1043 110.0 743 110.0 43.8 87.1 110.0 61.9 110.0 43.8 87.1 1069 61.9 110.0 • • • • • • • • • TYPE 'B'- TYPE STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF' SHEET 6. ANCHORS; 1 /4" TAPCONS INTO WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 1/4° TAPCONS DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -5/8' MIN. INTO WOOD STRUCTURE = 1' MIN. PY9DBCHYESSWED morialaeleilisPlerlds lassma•H.07 -o zzyG. o/ Z& p move l,7o /J OMAN Engn di HI'144YOL'N (AR000 STRUCTURES M. °E a 19557 • • • • • • • • • •• •• ••• • • n 6 drawing no. W06 -73 #12 SCREWS 2/ LEG #12 SCREWS 3/ END HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. 2 X 2 X 1/4° ALUM ANGLE SILL CORNER DETAIL I • • • • • •• II • Emir QR. MUMMU.N FMQQQ MAUCRMES F( PE # 1 AS57 • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • ••• • • • • • •' • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • drawing no. W06 -73 (sheet 7.1of 7 ) MIAMMADE COUNTY APR z a Soto BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com DESCRIPTION: e �Hravv yx�,.r� e�.�.. • • APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATIN " t + all Missi LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •••• TERMINATION of this NOA will occur after the expiration date or if there has been,a revision or •cJi i i e in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an aw.forrement o$ 30}i product, for sales, advertising or any other purposes shall automatically terminate this 111C►A.iailure •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 CounV•ilThEida, a$d foflpwed by • the expiration date may be displayed in advertising literature. If any portion of the NOAH s displayed, t'hlen it sh 1? : ". • • be done in its entirety. • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa4talsgrsor its distributors and shall be available for inspection at the job site at the request of the Building Officik. • •�•• • This NOA renews and revises NOA # 04- 0528.05 and consists of this page 1 and evi$enc ages F�-1 n.d.E -2, as • well as approval document mentioned above. •� • • • •• • ..•• The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1 x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a 1 x 2 x 3/4" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio AcMo, P.E. "Submitted under NOA # 04- 0528.05" • .. .. • • .... • • • • • C. CALCULATIONS •• • • • • . .. • 1. Revised Anchor Calculations and structural analysis, complying otfi BC -2U04 ' ". prepared by PGT Industries, dated 05/30/06, signed and sealed by.RQkert L. sh1�k� P.E. • .. • • "\. • • • .. • E -1 • • • .... Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 . • • .... • • • • .. • .... . • • .... • • • • • .... • • .. • • • • • • • • .. .. • • • • • • • • • • • • 41111111111113111 • 41:11 • • .. Wir Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • • • • ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS I W1 i W2 W W = W1 +W2 H = Hi+H,2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MT ) MAX OPENING = H OR H1+1-12 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1+1412 MULL LENGTH = H1 NOTES: 1 THE 33 1/3Z STRESS 2, 3, 5, 6 AND 7. ANCHORS DETAIL "8", "C" OR "D" AT BOTH ENDS AND AT BOTTOMS I >�I L W = W 1 +W2 +W3 H = H7+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR Ht +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Ht INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR I- 7 ANCHORS DETAIL B" "C" OR D" BOTH ENDS ANCHORS DETAIL "8", 'C" OR D° BOTH ENDS MULLIONS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVEDFOR.A4PACi ANC NON +IMPACT APPLICATIONS. 4. REFERENCE - TEST RE'ORTS: 111a10.4 1.90 iNa 2975. ELCO TEXTRON •■JAs C4- (07P1.t0,003.0225.05 ANSI /AF&Iit N114 -2?1Q; h•OR• GL STRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BI�I�DING CQDE, 2.004 ETITION FOR THE HIGH VELOCITY HURRICANE ZONE (HY! 1Z.. • • • • • • • • • • 6. WOOD BUCKS BY OT•NEr, IUST• 8Lr•ANC1 -}OREQ I:itPEgL' TO TRANSFER LOADS A TO THE STRUCTURE. • • •• • • • • • • • • ••• • • • H WI W2 MULLION W W = Wl+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORAGE TYPE, MAXIMUM OF (7) UNITS. W H P f ■ >d� MULLION P1 H = Hl+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS PRODUCT RENEWED acompkrtegleidatharkaft BeAcap�teo R• -- 012507- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS oberi L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, F1 34274 Rend fly F.K. Revad By: F.K. 0,, .n B,' P.J.P. D5730/06 -ADD evNNns: D NOTES 5 & 6 t:575. /06 Dote: 4/28/00 Revisions: C —ADD TECH. REFS. Description: 1" HEAVY WALL, ELEVATIONS rva: ALUMINUM TUBE CLIPPED MULLION riaa/lfodel: Scala: Sheet. Drawing N. MULLS NTS 1 ar 7 5227 R ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • illitilk I11.1111.1°' t 11 W1 W2 w3 I >�I L W = W 1 +W2 +W3 H = H7+H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = H OR Ht +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = Ht INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR I- 7 ANCHORS DETAIL B" "C" OR D" BOTH ENDS ANCHORS DETAIL "8", 'C" OR D° BOTH ENDS MULLIONS 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVEDFOR.A4PACi ANC NON +IMPACT APPLICATIONS. 4. REFERENCE - TEST RE'ORTS: 111a10.4 1.90 iNa 2975. ELCO TEXTRON •■JAs C4- (07P1.t0,003.0225.05 ANSI /AF&Iit N114 -2?1Q; h•OR• GL STRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE - MENTS OF THE FLORIDA BI�I�DING CQDE, 2.004 ETITION FOR THE HIGH VELOCITY HURRICANE ZONE (HY! 1Z.. • • • • • • • • • • 6. WOOD BUCKS BY OT•NEr, IUST• 8Lr•ANC1 -}OREQ I:itPEgL' TO TRANSFER LOADS A TO THE STRUCTURE. • • •• • • • • • • • • ••• • • • H WI W2 MULLION W W = Wl+W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORAGE TYPE, MAXIMUM OF (7) UNITS. W H P f ■ >d� MULLION P1 H = Hl+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1 +H2 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS PRODUCT RENEWED acompkrtegleidatharkaft BeAcap�teo R• -- 012507- TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS oberi L Clark, P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, F1 34274 Rend fly F.K. Revad By: F.K. 0,, .n B,' P.J.P. D5730/06 -ADD evNNns: D NOTES 5 & 6 t:575. /06 Dote: 4/28/00 Revisions: C —ADD TECH. REFS. Description: 1" HEAVY WALL, ELEVATIONS rva: ALUMINUM TUBE CLIPPED MULLION riaa/lfodel: Scala: Sheet. Drawing N. MULLS NTS 1 ar 7 5227 R ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PGT 1x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT I x MULLION MULL =" F-2" OR 4 "--] #12 FH SMS STAGGERED ON OPPOSITE SIDES PGT lx MULLION (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 FOR 1" MULL 4" TYPICAL MULLION TO MULLION INSTALLATION, DETAIL A" W000 BUCK #12 SCREW, SEE NOTE 3 PGT 1x MULLION 2" OR 4 SEE NOTES 2 & 1 MIN. 2-1/TYP) T B 1a(TYP WOOD BUCK REMOVED TO CONCRETE WOAD 2 MIN. BUCK 2 (TYP)1 1$(TYP SEE • NOTE 1 } #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 II PCT 1 x MULLION— TYP CAL MULLION TO STRUCTURE WITH NOTES: WOOD BUCK. DETAIL "8" 7. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY I ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2". MIN. EMBEDMENT: TAPCONS 1 1/4". CRETE -FLEX 1 3/4" NOTE 1 2. FOR WOOD APPLICATIONS USE # 12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MASONRY ANCHORS. MW. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE .51111EE1 .3. •QLWNTIiY 06- IiIINNIVC SCREWS FOR MULL - TO -CLIP TO BE HALF TN OUANTrY•Q: A 1C17O15'r1M CLIP -TO- OPENING (MINIMUM OF 2 SCREWS AER CIO). • • • • • • • • 5. IMPORTANT: QUANTITY OF•QIiCIat t'jiDWIVBCfE:AP,F.,OR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING A OR LOADING CONDITIO4 f'KY1 HOWIyi •lAJ 11-14E DETAILS .474E NOT PART OF THIS APPROVAL. ALL STEEL• /! CLSVTACT WYITH ALUMINUM •7e9 :3E•PAINTED OR PLATED. 6. REFERENCE TEST REPQR1s: 29t3•AI'?D 1975.• • • • ••• • • • r__Z" OR 4 "--y SEE f NOTE 1 } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC., DETAIL "C" 2 MIN.— 281 (TYP)1�(TYP) —2" OR 4 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 7 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTE 1 WOOD BUCK MASONRY ANCHOR. SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK AND CONC., DETAIL "0" TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert L. Clark. P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revs4 By F.K. 5'30/O6 Revisions: D- MODIFY NOTES 3 & 5 Revse By: F.K. 53/04 Revisions: C -ADD EMBED. DETAILS Drown By P.J.P. Date: 4/28/00 Description: 1" HEAVY WALL, CLIP INSTALLATION DETAIL 'Ow ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scot: NTS Sheet: 2 at 7 Drawing No 6221 Rev. D • • • • • • • • • • a • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • f--28Y 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 28-1 3j 4 1" MULL CLIP W /TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE x 2 x 3/8 1 3/16 1 x 2 3/4 x 3/8 1 15/16 1 x 2 3/4 x 21/32 1 3/8 1 x 4 x 3/8 33/1C A/2 4-MA 4-MAX. A---- O TWO LOCATIONS LOCATIONS LOCATIONS THREE ANCHOR FOUR /N ANCHOR 8MINJ LAS A/2 8-MIN t---A O ONE (1) ANCHOR a TWO (2) ANCHOR LOCATION LOCATION NOTES: •1 1 M1l0•R•4A : UW'fiiY :PF:4N4 RS SHOWN ARE FOR • PICTORIAL •L•PRESENJT,4TIOIV ONLY FOR CORRECT QUANTITY • OF F-1R > E/3E4ER Tq CHARTS 1 THROUGH 4 ON • • SHiIi6 5, •6i AND 7. • FWD eTWE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPL/CA770N. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION • .5r5WN AVVX• • • • • • •3. • AEFERENCN ▪ TEST REPOR76: STL•-2,02, 2903 AND 2975. • • •• • • • • • • • • ••• • • • (2)60. SP. (A-3/4)/2 i O o g MIN .J A MIN. — O+ 14-MAX- 8M1N.TYP. 14MA $MINI 16 © SIX (6) ANCHOR LOCATIONS L- 3MIN. TYP. (4)E0. SP. C7 (A- 3/4)/4 © THREE (3) ANCHOR LOCATIONS 3 MIN 8 ' 2 32 316 ® FIVE (5) ANCHOR LOCATIONS PRODUCTFENEWED te� %Ming Cade Mc Not• -0IZ50� Doi Marl TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Robert I. Clod... N.E. PE #32712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd BY F.K. Revsd By: F.K. 5/30/06 Doto 5/5/06 Revisions: D —NO CHG THIS SHT Revisions: C— REDRAW, ADO 0!M. &NOTE Drawn By P.J.P. Description: Date: 4/28/00 1" HEAVY WALL, ANCHOR LOCATIONS rue: ALUMINUM TUBE CLIPPED MULLION Sei /Model: Scab: Sheet: Droving No. MULLS NTS 3 ar 7 6221 Rev: D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • • `8 3 8 t 2 1 J 1 •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• 21 32 -4- 2 7 1 T6 J 7x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: • ••• • ••• • • • • • • • • • • • • 1. REFERENCES T €ST.R EPO T - T . -.2: L :2 :03 AND 2975 • • ••• • • • 1 8 3 8 4 3? 4 l -8 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS obert L. Clark, P.E PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL .54275 P.O. SOX 1529 NOKOMIS, FL 34274 Revsd 8r. F.K. 5,30/06 Revisions: D —NO CHG THIS SHT Revsd By: F.K. : Dat 5%5/06 a4k,, : C R—NsO CHG THIS SHT Drown By P.J.P. Oaten 4/24/00 Description: 1 " HEAVY WALL, MULLION PROFILES Titre: ALUMINUM TUBE CLIPPED MULLION Series /Model' MULLS Score: 1X Sheet 4 of 7 Dra.hq No. 6221 Pete D ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • f • • • • • • • • • • • • • • • • • • • • • • • • • • CHART 2. -1 x2.75x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) B (3) A (3) B (2) A (3) 8 (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B (2) A (3) B (3) A (4) B CLIP TO MULL (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 161 170 154 170 150 170 149 170 149 170 149 170 149 170 149 170 170 170 161 170 148 170 140 170 136 170 134 170 134 170 134 170 134 170 134 170 166 170 147 170 135 165 126 153 121 146 119 142 118 141 118 141 118 141 118 141 145 152 127 131 116 116 101 107 100 100 96 96 93 93 92 92 92 92 92 92 131 131 112 112 99 99 90 90 84 84 80 80 77 77 76 76 76 76 76 76 113 86 113 86 97 97 85 85 77 77 73 73 65 65 58 58 72 54 72 54 68 68 65 65 64 50 50 48 48 46 64 46 63 63 45 45 63 44 63 44 73 73 62 62 54 49 49 45 45 42 42 40 40 38 38 37 37 36 36 67 67 57 57 50 50 45 45 41 41 38 38 36 36 35 35 33 33 32 32 54 54 45 45 40 40 35 35 32 32 30 30 28 28 27 27 26 26 24 24 43 43 37 37 32 32 28 28 26 26 24 24 36 36 30 30 26 26 23 23 21 21 19 19 22 18 22 21 21 20 20 19 19 18 17 17 16 16 15 15 25 25 21 21 18 18 16 16 23 23 19 19 17 17 15 15 CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) A (2) B (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) (1) (1) B (1) B (1) B (1) 8 (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 155 142 134 130 130 130 130 130 130 130 129 116 107 102 100 99 99 99 99 99 115 100 91 85 82 80 80 80 80 80 94 81 73 68 64 63 62 62 62 62 67 58 50 38 32 58 49 43 32 27 51• :44 • t9 24 •SZ 4Q 64 •€4 22 .4 42 41 20 • • 1 18 17 41 • 4 28 • £0 17 41 41 34 28 20 16 34 28 20 16 30 24 19 16 25 22 20 18 17 16 2G•• 17 :• 16 ••- ••• • 1• • -• - - •� • • • • _•• - •• . •. 15 15 • ••• •_ • • • _ • • • • - • Vertical Mull Mull Length k_Opening_d Width Horizontal Mull Opening Width Mull Length Multiple Mulled Units I7 Mull Length Opening Width NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. nespecr RENEWED a cola de Fl Balding k6 •ib AcsepteaoeNo -0 5.O- 1" 0)- Expirartio. By Wald TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd 8y F.K. pg%3 Revisions: D -NO CHG THIS SHT Rend By: F.K. n /06 Revision. C- MARKED REVISIONS Drawn By P.J.P. Dote: 4/28/00 HEAVY WALL, PRESSURE CHARTS 1 & 2 rile: ALUMINUM TUBE CLIPPED MULLION Series /Modes MULLS xale: NTS Sheet, 5 of 7 Drawing No. 6221 Rev: • • ••• • • • • •• • • • • • • • • ••• • • • ••• •• • • ••• •• ••••• CHART 3. - 1x2.75x.650 QTY. 8, TYP. " ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B CLIP TO MULL (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 170 '170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 160 170 148 169 141 161 138 158 137 157 137 157 137 157 137 157 137 157 166 170 148 169 136 156 129 148 125 143 123 141 123 141 123 141 123 141 123 141 152 170 135 155 124 142 116 133 112 128 109 125 108 124 108 124 108 124 108 124 133 152 117 134 106 122 99 113 94 107 90 103 88 101 88 100 88 100 88 100 125 143 110 126 99 114 92 105 87 99 83 95 81 93 80 91 80 91 80 91 118 135 103 118 93 107 86 97 81 90 77 85 75 82 73 80 73 79 73 79 106 108 92 91 91 77 92 77 81 81 73 73 68 68 61 61 67 56 67 56 63 63 60 60 58 58 56 56 56 56 52 52 49 49 47 47 46 46 45 45 84 84 71 71 63 63 56 56 51 51 48 48 45 45 43 43 42 42 40 40 67 67 57 57 50 50 44 44 40 40 37 37 35 35 33 33 32 32 30 30 54 54 46 46 40 40 36 36 32 32 30 30 28 28 26 26 25 25 23 23 44 44 38 38 33 33 29 I 29 26 26 24 94 23 23 21 21 20 20 18 18 31 31 26 26 23 23 20 20 18 18 17 17 15 15 29 29 24 24 21 21 18 18 17 17 15 15 Multiple Mulled Units Vertical Mull Horizontal Mull Mull Opening i I Length Width 1 d•• •• • •• • • • •• I_Opening__l • • •• • • T• I L :vluII _ • l i Wdfh •• ••• • ••s ••1•en • • • Mull Length Opening Width •• ••• • • • ••• • • • • • • • • • • • • • • • • •• • • • • • ••• • • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • ••• • • • • ••••• •• • • • • • • • • • • • • ••• •• •• NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4') OR 1/4" SS4 CRETE -FLEX, EMBED. (1 3/4') B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. qty ,. 4.1 t3:1' TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS et/5 C Robert L. Clerk. P.E. PE #39712 5!nuturoi INDUSTRIES Rersd By 5 >30/06 Revisions: D —NO CHG THIS SHT Penrod fir F.K. 55/06 Revisions: C- MARKED REVISIONS Drown 6y: P.J.P. Dote: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Title: ALUMINUM TUBE CLIPPED MULLION Scow /uodN: MULLS Seale: I Sheol NTS 6 ce 7 Drawing No. 6221 Rev: D CHART 4. - lx4x.375 QTY. & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 CLIP TO OPENING (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B (2) A (4) B (3) A (6) B CLIP TO MULL& (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (P)'B. (5) B (5) (5) B MULL LENGTH IN INCHES 42 48 50.625 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 116 165 170 170 150 170 135 170 125 170 117 166 112 156 108 150 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 136 98 127 94 120 91 115 89 112 88 111 144 170 125 160 112 140 102 126 95 116 90 108 86 102 83 98 81 95 79 93 140 170 121 148 108 129 99 116 92 106 87 99 83 93 80 89 78 87 75 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 69 66 66 62 62 112 112 95 95 82 82 74 74 67 67 62 62 58 58 54 54 52 52 48 48 92 92 78 78 67 67 60 60 54 54 50 50 47 47 44 44 42 42 38 38 64 64 54 54 47 47 42 42 37 37 34 34 32 32 30 30 28 28 25 25 59 59 50 50 43 43 38 38 31 31 29 29 27 27 26 26 23 23 27 27 22 22 19 19 17 17 15 15 Multiple Mulled Units Vertical Mull Mull Length F_Opening_l • Width • • Horizontal Mull Opening Width • • • • ly AtWi • • • •• Lin ' I}• I• •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • •• • • • • • • • ••• ••• • Mull Length Opening Width • • • • • • • • • NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. ' SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ///7/1. este (. Ctcr'. -. LE. FE d St' 712 Structural INDUSTRIES Revs By. 5%30/06 Revisions: D —NO CHG THIS SHT Revs: By: F.K. 5%/5/06 Revisions. C— MARKED REVISIONS Drawn By P.J.P. Oate: 4/28/00 Description: 1" HEAVY WALL, PRESSURE CHART 4 1070 TECHNOLOGY ()RIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 sae: ALUMINUM TUBE CLIPPED MULLION Series /Model: MULLS Scaler NTS Sheaf: 7 a, 7 Drawing No. 6221 Rev: D • ••• • • • • • • ••• • • • • • • • • • • • • • • • ••• •• • •• • • • • • • • • • ••• • • •• INbnoi Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 7(VJEFRI\ MAY 192010 BY:.... ..,. Permit No. Master Permit No. RC-09 ' t Permit Type (circle): Budding Electrical Plumbing Mechanical Owner's Name (Fee Simple Title older) !��! Phone # Owner's Address ll� g, d 9 City \< State rt.— Tenant/Lessee Name Roofing Zip i Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 109'6 mil._ 9S Is Building Historically Designated YES Contractor's Company Name 0-12,.0t- \ (\3 C_- Contractor's Address 11--\b �'`-' NC3 (-j CA— City 4`c ` State Q4alifier Name 0Q- last, (ei C. S State Certificate or Registration Nb. msnos-4 NO Phone # (3 L J - 0 41 Z Zip / b Phone # Certificate of Competency No. .age 3 '7— Architect/Engineer's Name (if applicable) iv 05 _ C_'_ MRke2\ic Phone # Value of Work For this Permit l `-w ` Square / Linear Footage Of Work: 3 3t,� 7 Type of Work: ['Addition Describe Work: ['Alteration Demolition ******* *** * * *.# * * * * *** * * * * * * * * * * * * * * ** Fees************* * * * *:* * * * * * * * * * * * * * * * * * * * * * * * ** Sii!bmittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 1 Radon $ DPBR $ Zoning $ CCF$ CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 60°4" Total Fee Now Due $ t l cf See Reverse side —3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s -n /' days after the building permit is issued. In the absence of such posted notice, the inspection w of be approved and e . n fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 20 10 by (N ( U i —g , who is personally known to me or who has produced As identification and who did take an oath. NOTARY P l�t��ATgog�A .... �a• Dolores Lopez II i sion # DD766456 Sign: 10, 2012 Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this 17 day of 20 [, by 0 Q-i 0:: GA- w who is pers<onal_1lrnown to me or who has produced NOTARY as identification and who did tan oath. d' °ildl'� :saa?dk:� � F�� S E`i is 4 Sign: My Commission Expires: APPLICATION APPROVED BY: % e erc) 4413 54" 16 (Revised 02/08/06) s 01' Plans Examiner Engineer Zoning r MAY 1 9 2010 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 ORLANDO M. FORTUN. CONSULTING ENGINEERS, P.A. CIVIL /STRUCTURAL P.E.- 22249 - EB- 00512 7220 S.W. 39TH.TERRACE MIAMI,FL. 33155 PHONE (305) 262 -6225 FAX (305) 262 -2014 Project Name: ORONI CONSTRUCTION # 4 -7 -10 1098 N.E. 95TH. STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2007 /TPI2002 /ASCE7 -05 Software Used: MiTek @20/20 2000 Ver.7.14 Project Engineer of Record: SULTING ENGtFIEERS, P,/S: CIVIL / STRUCTURAL P.E. 22249 IAMI, FLA„ 33155 62-•225 - .5) 262 -2014 a 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: 04 -27 -2010 - 11:47:01 AM Project ID: 4-7 -10 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Nance: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: -� — 2 CJ6 23 lbs. each 6 - 11- 6 ROOF TRUSS 1 - 6 - 14 2.12 0.00 Joint 2 Joint 7 Joint 3 Joint 6 0 lbs. 403 lbs. 217 lbs. 125 Ibs. -925 lbs. -175 lbs. 1 1 u ;�, 1 H1 60 lbs. each 14 - 0 - 0 ROOF TRUSS 1 - 11 - 12 3.00 0.00 Joint 10 Joint 7 770 lbs. 770 lbs , -915 lbs. -915 lbs. 1 HG1 59 lbs. each 14 - 0 - 0 ROOF TRUSS 1 - 6 - 14 3.00 0.00 Joint 2 Joint 11 Joint 5 Joint 8 0 lbs. 1219 lbs. 0 lbs. 1226 lbs. -1333 lbs. -1331 lbs. 4 Jt 6 lbs. each 2 - 0 - 0 ROOF TRUSS 0 - 9 - 14 3.00 0.00 Joint 2 Joint 3 197 lbs. 19 lbs. -196 lbs. - 4 J3 9 lbs. each 3 - 0 - 0 ROOF TRUSS 1 - 0 - 14 3.00 0.00 Joint 2 Joint 5 Joint 3 Joint 4 0 lbs. 860 lbs. 516 Ibs. 591 lbs. -1689 lbs. -293 lbs. -254 lbs. • " 3 J5 15 lbs. each 5 - 0 - 0 ROOF TRUSS 1- 6- 14 3.00 0.00 Joint 2 Joint 5 Joint 3 Joint 4 0 lbs. 5141bs. 441bs. 115lbs. -863 lbs. -23 lbs. -25 lbs. J OfPlrar�C�O U�iu o �ti� p :. CONSUL .- NG�INEEtv°S P.A. C .0 IJML P.E. .�49�, 7220 S.W 6 MI, 212 TEL - O ' ,.,- ~w APR 2 7-ZO Job Truss 4 -7 -10 CJ6 Royal Truss Corp, Hialeah Gardens, FL 33016 0-9-0 0-6-1 1 Truss Type ROOF TRUSS 4 -0-15 Qty 2 Ply 1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:37 2010 Page 1 4-0-15 2.12 FIT 1 6 -11-6 2 -10 -7 3x5 11 3 4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 2 -9 -3 2-9-3 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/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 3-2 -14 1 0 -5 -11 CSI TC 0.88 BC 0.77 WB 0.16 (Matrix) 2x4 11 6 -11-6 DEFL Vert(LL) Vert(TL) Horz(TL) 3-8-8 in (loc) lldefl -0.07 6 -7 >641 -0.07 6 -7 >599 0.08 2 n/a BRACING TOP CHORD Lid 240 240 n/a Scale =1:13. PLATES GRIP MT20 244/190 Weight: 23 Ib Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 7= 403/0 -11 -5, 3= 218/Mechanical, 6= 50/Mechanical Max Horz 7= 120(LC 2) Max Uplift7=- 924(LC 2), 3=- 175(LC 2) Max Gray 7= 403(LC 1), 3= 218(LC 1), 6= 126(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 137/21, 2- 3=- 39/24, 3- 4= -5 /0 BOT CHORD 1- 7= -0/120, 6- 7 =0/0, 5 -6 =0 /0 WEBS 2 -7 =- 327/537, 3 -6 =0/0 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; partially; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 924 Ib uplift at joint 7 and 175 Ib uplift at joint 3. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 =45, B= 45)- to- 3=- 153(F = -31, B =-31), 3=- 93(F = -31, B=- 31)- to -4= -9E B= 10)- to- 5=- 35(F =-8, B =-8) ©riles do tali e Voraun CONSULTING ENGINEERS, PA CWIL / STRUCTURAL 5), 1= 0(F =10, P..22249 7220 S.W. 59th TER MIAMI, FLA, 33155 TEL - (505) 262 -6225 FAX - (305) 262 -2014 APR 212010 1 0 1 Job Truss Truss Type Qty Ply f 4 -7 -10 H1 ROOF TRUSS 1 1 Royal Truss Corp, Hialeah Gardens, FL 33016 04-0 2-4-0 0-0-1 2-4-0 3.00 12 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:37 2010 Page 1 6 -7-8 7-4-8 11-8-0 14-0-0 14 ,0 -1 4-3-8 0 -9-0 4-34 2-4-0 01 4x5 = 3 4x5 = 4 Scale = 1:22. 2 -0-0 2 -0-0 2x4 11 2x4 11 6 -7-8 7-4.8 11-8-0 1 -0 0 14-0-0 4-3-8 LOADING (psf) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2007/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 CSI TC 0.38 BC 0.23 WB 0.27 (Matrix) 0 -9-0 4-3-8 -4 ' 2 -0-0 DEFL in (loc) Udefl Lid PLATES GRIP Vert(LL) 0.03 9 >999 240 MT20 244/190 Vert(TL) -0.03 9 >999 240 Horz(TL) 0.01 7 n/a n/a Weight: 60 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing, Except: 10 -0-0 oc bracing: 8 -9. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 10= 770/0 -8 -0, 7= 770/0 -8-0 Max Upliftl0=- 915(LC 2), 7=- 915(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 567/190, 2- 3=- 658/312, 3-4=- 584/337, 4-5 =- 658/312, 5- 6=- 567/190 BOT CHORD 1- 10=- 143/555, 9- 10=- 143/555, 8 -9=- 156/584, 7-8 =- 143/555, 6- 7 =- 143/555 WEBS 2 -10 =- 660/753, 2 -9 =- 731/740, 3 -9 =- 169/155, 4-8 =- 169/155, 5-8 =- 731/740, 5 -7 =- 660/753 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; partially; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 915 Ib uplift at joint 10 and 915 Ib uplift at joint 7. LOAD CASE(S) Standard CONSULTING ENGINEERS, P.A. CML / STRUCTURAL P.E. 22249 7220 S.W. 89th TERR MIAMI, FLA, 58155 TEL - (505) 262 -6225 FAX - (505) 262 -2014 APR 2 7 2010 Job 4 -7 -10 Truss Truss Type HG1 ROOF TRUSS Qty 1 Ply 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:38 2010 Page 1 0 -Q-0 0-0 -1 2-4-0 5 -0-0 2-4-0 2-8-0 3.00 rff 5x6 = 3 9 -0-0 4-0-0 1- 11-8-0 5x6 = 4 2-8-0 14-0-0 1410 -1 2-4-0 0-0-1 Scale = 1:22. 2 -0-0 2 -0-0 -4 Plate Offsets (X,Y): [4:0- 3- 0,0 -2 -12] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 5 -0-0 2-8-0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/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 REACTIONS (lb /size) 11= 1220/0 -8 -0, 8= 1227/0 -8-0 Max Upliftll=- 1333(LC 2), 8=- 1330(LC 2) CSI TC 0.53 BC 0.44 WB 0.55 (Matrix) 9 -0-0 4-0-0 11-8 -0 DEFL in (loc) I/defl Vert(LL) 0.08 9 -10 >999 Vert(TL) -0.11 9 -10 >999 Horz(TL) 0.01 8 n/a 2-8-0 Ud 240 240 n/a 14-0-0 2 -0-0 PLATES GRIP MT20 244/190 Weight: 59 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 4 -5 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 5 -9 -10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 636/290, 2- 3=- 1581/1111, 3-4=- 1511/1139, 4-5=- 1578/1110, 5- 6=- 629/306, 6- 7 = -2/0 BOT CHORD 1 -11 =- 250/635, 10 -11 =- 250/636, 9- 10=- 1002/1513, 8 -9 =- 265/628, 6-8=- 265/628 WEBS 2 -11 =- 1102/1087, 2 -10 =- 1659/1808, 3 -10 =- 39/221, 3 -9 =- 25/21, 4 -9 =- 50/221, 5 -9 =- 1651/1821, 5-8 =- 1108/1083 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; partially; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1333 Ib uplift at joint 11 and 1330 Ib uplift at joint 8. 5) Girder carries hip end with 5 -0-0 end setback. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support con ontra+od Inad(aV 321 lb down and 285 Ib up at 9 -0 -0, and 321 Ib down and 285 Ib up at 5 -0-0 on bottom chord. Ph-. . V I! -u l�?J U o 0�� connection device(s) is the responsibility of others. l�J U [ , 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fi o ('' a - ck (B). CONSULTING ENGINEERS, P.A, CIVIL / STRUCTURAL P.E. 22249 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1- 3 = -90, 3- 4=- 143(F = -53), 4- 6 = -90, 6- 7 = -30, 1- 10 = -20, 9- 10=- 32(F=- 12),tL9- --20 7220 6.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 APR 2:7 2010 Continued on page 2 Job 4-7 -10 Truss Truss Type HG1 ROOF TRUSS Qty Ply 1 1 Job Reference (optional) Royal Truss Corp, Hialeah Gardens, FL 33016 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:38 2010 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=- 321(F) 9=- 321(F) ©Hondo Flo forhum CONSULTING ENGINEERS, PA, CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262-2014 APR 2 7 2010 Job Truss Truss Type Qty Ply 4 -7 -10 J1 ROOF TRUSS 4 1 Royal Truss Corp, Hialeah Gardens, FL 33016 1 0 -0 -1 0-0-1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:38 2010 Page 1 2 -0-0 2 -0-0 3.00 12 2 2 -0-0 2 -0-0 Scale = 1:5. LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.01 1 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -0 -0 oc BOT CHORD 2 X 4 SYP No.2ND purlins. BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 20/Mechanical, 2= 197/Mechanical Max Horz 3=- 412(LC 1), 2= 412(LC 1) Max Uplift2=- 195(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 367/444 BOT CHORD 1- 3= 412/383 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL =5.0psf; h =15ft; Cat. I1; Exp C; partially; C-C Interior(1); Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 Ib uplift at joint 2. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard ©Oland© mo ?oritan CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL P.E. 22249 7220 S.W. 39th TERR MIAMI, FLA, 33155 TEL - (305) 262 -6225 FAX - (305) 262 -2014 APR 27 2010 Job 4 -7 -10 Truss Truss Type Qty Ply J3 ROOF TRUSS 4 1 Royal Truss Corp, Hialeah Gardens, FL 33016 0 -0 -1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:38 2010 Page 1 3 -0-0 0 -0 -1 3 -0-0 2 3.00 FIT 3x8 11 3 3x4 = 2-8-0 5 2-8-0 Plate Offsets (X,Y): [2:0- 4- 4,0 -1-8] LOADING (psf) SPACING 2-0 -0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.56 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) 0.00 5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 3 n/a nla BCDL 10.0 Code FBC2007/TP12002 (Matrix) 3 -0-0 1 0-4-0 Scale = 1:7. LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 Weight: 10 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0 -0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3 =- 293/Mechanical, 4=- 253/Mechanical, 5= 860/0 -8 -0 Max Horz 5 =84(LC 2) Max Uplift3=- 293(LC 1), 4=- 253(LC 1), 5=- 1689(LC 2) Max Gray 3= 517(LC 2), 4=591(LC 2), 5= 860(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 44/44, 2- 3= 42/125 BOT CHORD 1-5= 0/84, 4 -5=0/0 WEBS 2- 5=- 515/827 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL =5.0psf; BCDL =5.0psf; h =15ft; Cat. II; Exp C; partially; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 3, 253 Ib uplift at joint 4 and 1689 Ib uplift at joint 5. LOAD CASE(S) Standard ©rland© �1iir e f ©PfttLnri CONSULTING ENGINEERS, PA CIVIL / STRUCTURAL PE. 22249 7220 5.W. 39th TERR MIAMI, FLA, 33155 TEL - (306) 262 -6226 FAX - (305) 262 -2014 APR 2 7 2O1 Job 4 -7 -10 Truss Truss Type J5 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 0-9-1 0-6-1 0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Qty Ply 3 1 Job Reference (optional) 7.140 s Jun 24 2009 MiTek Industries, Inc. Tue Apr 27 10:50:38 2010 Page 1 5 -0-0 5 -0-0 3 2 -0-0 2 -0-0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/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 CSI TC 0.56 BC 0.54 WB 0.16 (Matrix) 2-4-0 1 0-4-0 6 -0-0 REACTIONS (Ib /size) 3= 45/Mechanical, 4=- 25/Mechanical, 5= 514/0 -8 -0 Max Horz 5= 141(LC 2) Max Uplift3= -23(LC 2), 4= -25(LC 1), 5=- 862(LC 2) Max Gray 3 =45(LC 1), 4= 115(LC 2), 5= 514(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 145/45, 2 -3 =44/5 BOT CHORD 1- 5= 0/141, 4 -5=0/0 WEBS 2- 5=- 362/517 DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) - 0.03 4-5 - 0.02 4-5 0.05 3 BRACING TOP CHORD 2-8-0 I /defl >999 >999 n/a Lid 240 240 n/a Scale = 1:9. PLATES GRIP MT20 244/190 Weight: 16 Ib Structural wood sheathing directly applied or 5 -0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; partially; C-C Interior(1); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 Ib uplift at joint 3, 25 Ib uplift at joint 4 and 862 Ib uplift at joint 5. LOAD CASE(S) Standard orOan Jo fforaarro CONSULTING ENGINEERS, RA, CIVIL / STRUCTURAL P.5.22249 7220 S.W. 30th TERR MIAMI, FLA, 33155 TEL - (305) 202 -0225 FAX - (305) 262 -2014 APR 2 7 2010 January 34, 2004 Re: End Jack Connection Detail- Top chord zo corner jacl;,'FB,p girder As you requested, I investigation the connection requirements standard corner set based on the following parameters: for open -ended �a,c Ln s 'plaski.:4: 2' - 0" o.c. 1r %-ir .oad :30tis P,SF Wind Load: 146 M2H, Components and Cladding loads, AS 7_9S per FBC 2001 Occupancy category 11, exposure • T� :r�,} p � No. 2 C, 25 ft. above grU;.� :� : 0 r ,F , .: r :. x4 1 SYP b de�:� • minimum top and bottom chord (no was) Parch: 2:12 to 6:12 6d _:Ltssil ssoac„i y = 154' *-.83 * .77 _ , Approved Hurricane Cii 1.3� -�; ,30� p Min. rapacity 400# each direction 1= Ji4l1I 14.:^ori . 'e :"t •----- �...v._ • r- ...,,.•m, dr Vii. i. ii. Reaction �.On33:"Icon i P 1 (2). 16d - (2). l6d Tot -nails • (2). 16d Toe -nails lfyou have any questions regarding this matter, please do not hesitate to c>r.il. ndo t No ` Ulp tlo is ,CONSULTING ENGINEERS, PA. CIVIL /:STRUCTURAL P.E. 9 A, 331005 202 -2014 APR 2 '7 2010 Re: Corner .Tack Connection Detail- CJ5 Dtar Eddie, As you requested, .1 investigation the connection requirements for a 5' _ 0" setback ca jack with a 2 panel Top chord and ,endyerdoal, connocrod to a 3' — 0" setback hip gilt:- based on the following parameters: Zvi 1:30 +15 +0 +10PSF • Wind Load: 146 MPH, Components and Cladding loscls,.ASCE. 7-02 par FBC 2D04 - Occupancy category II, exposure C. 25 t' above ground, 10 ?SF dead 1.=a,a. Lumber: 2x4 No, 2 S'iP minimum top and bottom chord P'tc.: 3:12— 6 :12 16d Toe..N it Capacity 154 * .83 * .77 all 1.33 l30# Mark Span CJe 4 End 1teaction Gravity Uplift 44n Top Chord Cocoon Vil L UC•• nails Bort. Ch. Correction 01.. l 5: Toe -nails Toxsl p Nil 780# if you have iipy questions regarding this matter, please do not hesitate to call, Sinccrrly, orrlan 10 trrc, lollht n 5UL G ENGIN P.A. URA P.E. 22249 . 39th TERR MIAMI, FLA, 33165 262 4225 FAX - (305) 262 -2014 O APR 2.7 2010 waeL National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703 /931 -2187 www.natevai.orq Fax: 703/931 -6505 INTERNATIONAL CODE COUNCIL m NATIONAL EVALUATION REPORT Report No. NER -510 Re- issued May 1, 2003 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800- 328 -5934 infoAUSPconnectors.com www.USPconnectors.corn USP LUMBER CONNECTORS Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 NES rodduct Ev aivatlon Listing IONS OF US Re- Issued May 1, 2003 back to the NES home page 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger -CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No 18 gauge galvanized. steel: Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular - shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 13/4- inch -wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double top plate. The strap is die formed from No. 18 gauge galvanized steel. Refer to Tables 4 for connector dimensions, fastener schedules and allowable loads. 3.1.5 Girder Truss Strap /Hold -Down SGP Series: The girder truss strap is an L- shaped connector that resists tension forces only. The connector is used with an ASTM A1011 steel washer, measuring 3 by 3 by 1/4 inches that has a long -slot hole, and a 'A2 -inch- diameter bolt. The strap is manufactured from 14 gauge steel. Refer to Table 5 for strap /hold -down dimensions, fastener schedules and allowable loads. 3.1.6 Joist hanger HUS Series: The HUS hangers are designed to support nominal 2x dimensional lumber and 1 -3/4 inch structural composite lumber. The joist hangers are fabricated from 16 gauge steel. The joist hangers are pre - punched for 16d common wire nails. The joist nails are driven at a 45° horizontally toward the header so as to penetrate through the joist end into the header, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE, INC. Copyright 2003 NES ' roduct Evaluation Lisfin PERT SCRIPT INSTALLATION IDENTIFICATIO? CONDITIONS OF U Re- Issued May 1, 2003_ back to the NES home page The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or Tess and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, Cm, specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 13.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. 3.3.3. Fasteners: Nails.shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF -N -1058. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be: installed in accordance with the manufacturer's published installation instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's published installation Instructions and this report. 4.2 Design Tabular load capacities are based on wood with a minimum specific gravity of 0.55 and a moisture content less than 19 percent. Tabulated allowable design loads are for loads of normal duration. Adjustments to these values shall be permitted for other durations of loading, i.e. plus 15 percent for two months duration (snow), or plus 33 percent for wind or seismic. Tabulated allowable design loads shall be 'reduced 10 percent for design load durations longer than 10 years. The resulting allowable design Toad after adjustment shall not exceed the maximum design load shown in the tables. 5.0 IDENTIFICATION Each of the USP Lumber Connectors covered by this report shall be labeled with the manufacturer's name /and or trademark, series designation and this National Evaluation Service evaluation report number, NER -510 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993); HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Page 4 of 10 National Evaluation Report No. NER -510 NATIONAL EVALUATION SERVICE; INC. pyright© 2003 NES duct Evaluation Listing PROPERTY°FOR WHICH EVALUATION IS SOUGHT FICAT NDITI Re- Issued May 1, 2003 ick to the NES home page January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable alternates to that specified in the 2000 International Building Code@ with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code / 1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code, and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire- retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit application. The individual performing such calculations shall possess the necessary credentials regarding competency and qualifications as required by the applicable Code and the professional registration laws of the state where the construction is undertaken. 7.6 This report is subject to periodic re- examination. For information on the current status of this report, consult the ICC -ES website. Footnotes for Tables 1 through 6: (Refer to the bottom of each table for applicable footnotes.) 1. Design loads are based on calculations that assume a wood species having a minimum average specific gravity of 0.55, such as southem yellow pine. 2. Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. The nails shall also conform to the nominal sizes specified in Federal Specification FF-N-105B. Bolts shall have a minimum bending yield strength, Fyb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable loads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral Toads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. Page 5 of 10 National Evaluation Report No. NER -510 Table 1— CLPBF Series Joist Size Stock No. Steel Oa Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W H D Header gist 100% 115% 125% t1R6ft 133% 180% 2x4 CLPBF 18 1-9118 2 -1/2 2-1/2 (12)6d (3)6d 900 950 950 300 380 (12)6d (6)6d 900 950 950 600 720 (12)8d (3)8d 950 950 950 380 460 (12)8d (6)8d 950 950 950 710 855 Notes: 1, 2, 3, 4, 5, 6 Valdes based on 1-1 IT thickness. Figure 1— CLPBF Butterfly Hanger Page 6 of 10 National Evaluation Report No. NER -510 Table 2-- HCPRS Series Notes: 1, 2, 4, 8, 6 Figure 2 — HCPRS Hurricane/Seismic Anchors Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) Stock Steel UM No. Ga. W1 W2 H Stud Plate 133% 160% HCPRS3 18 29/15 6-1/4 5-1/4 (6) 80 (6) 8d 540 540 (6) 104 (6) 10d 540 540 HCPRS4 18 3.916 7 -014 55-114 (6) 80 540 540 (6) 104 (8) 104 540 540 Notes: 1, 2, 4, 8, 6 Figure 2 — HCPRS Hurricane/Seismic Anchors i Page 7 of 10 National Evaluation Report No. NER -510 Table 3 — HCPL Series Stock No. Steel Ga. Olmensions (In.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Plate Stud F1 F2 upff 133% 160% 133% 160% 133% 160% HCPLL 20 1-1/2 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 liCPLR 20 1.12 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 Notes: 1, 2, 6.8 *Applies to stud appiiwtton. Figure 3 — HCPL Hurricane/Seismic Anchors W HCPL(L) shown (HCPL(R) opposite bend) Stt Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series Fastener Size Alternate Fastening Schedule Allowable Uplift Loads Loads (Lbs.) . Total Number of Fasteners.... 2 Allowable Loads (Lbs.) 6 Stock Steel 12 Fastener F1 Size F No. Ga Description Schedule 133% 160% 2x HDPT2 18 Single True Te (4)10d 450 450 (2) 2x HDPTD 16 Double True Tie (4)10d 450 450 Fastener Size Alternate Fastening Schedule Allowable Uplift Loads Loads (Lbs.) . Total Number of Fasteners.... 2 4 6 8' 10 12 133% 160% 133% _ 160% 133% 160% 133% 160% 433% 160% 133% 160% 8d 220 265 440 530• 680 790 880 1055 1100 1320 1320 1585 10d 285 320 535 640 800 960 1055 1260 1335 1800 1600 1920 16d 320 385 640 770 960 1150 1280 1540 1600 1915 1915 2300 Nbten 1,26,9 Figure 4 — HDPT Truss Tie Down Straps (True Tie) 1 3/4' Page 9 of 10 National Evaluation Report No. NER -510 Table 5 — SGP Series Notes: 1, 2, 5, 6, 7 Figure 5 — SGP Tension % Steel Game Olmens ons (in.) Fastener Schedule Allowable Loads (Lbs.) Stock Anchor Uplift No. Strap Plate W 0 1. Cl. Bolt Strap 133% 166% SGP2 14 114 1418 4 18414 1.112 (1)111" (14)10d 1455 1455 (14)16d 1455 1455 Notes: 1, 2, 5, 6, 7 Figure 5 — SGP Tension % Page 10 of 10 National Evaluation Report No. NER -510 Table 6 -- HUS Series Stock Number Ir g Hangar Dimensions Fastener Schedule" Allowable Loads (Ibs.) W H D Header Joist Fe, = 460 psi F. = 625 psi FF, = 675 psi Uplift 3 (in.) (In,) (in.) Qty Type Qty Type 100% 115% 125% 100% 115% 125% 100% 115% 125% 133% 160% Ht.08 18. 1 5/8 5 7116 3 14 16d 6 16d a 2590 2975 3080 2590 2975 3235 2590 2975 3235 1925 1925 HUS28 18 1518 7 3/16 3 22 18d 8 16d 3145 3310 3415 3890 4050 4160 3900 4275 4346 2570 2570 HUS210 16 1518 9 3/18 3 30 16d 10 16d 3415 3615 3750 4180 4380 4495 4385 4585 4720 3205 3205 HUS175 16 1 13/16 511132 3 14 16d 6 16d 2590 2975 3235 2590 2976 3235 2590 2975 3235 1925 1925 HUS177 16 1 13116 7 3/32 3 ' 22. 18d V .16d' 3490 3655 3760 3900 4345 4345 3900 4346 4345 2570 2570 HUS179 For SI! 1 froth 16 m98aw.w, 1 13116 • 9 :3132• I1.i ... I AZ , 43' &I 30 16d 10h 16e 3760'3960 4095 4625 "4830 4965 4890 5090 6226' 3205 3205 1 A 16d nel is 312 inches long and 0.162 inches In diameter. 2 The 16d nails driven irdo the Joist shall be Installed at 30 to 45 degrees horizontally toward the header. 3 Uplift loads include a 33 1/3% or 80% Increase for wind or seismic Ioadawdlttons. No further Increase shall be permitted. Figure 6 This safety alert symbol is used, to attract .your attention! PERSONAL SAFETY IS INVOLVEDI: When you see this symbol t 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° it is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical ti, CAUTION: The builder,buiidingcontractor 1 cce contractor erector or erectiany contractor is: vsed to`obtain and read the entire booklet *Col mentary and Recommendations for Handlin , staiiing:. &;.Bracing Metal. plate .Connected 'rye Trusses, HIB 91 from he Tr * *Nat to DANGER;' A. DANGER designates a condition. where failure to follow Instructions or heed warn - .ing wlII most likely result; in 'serious personal —•_Injury.or`death or damage to structures: • WARNING: 'A WARNING describes a condition where fallureto follow Instructions could result In severelperspnai injury or:damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Th us, 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. or ttr sing sh uldbe no less A Lin afked utnber,� Ali • connections _T made r th minirnum of `2 '1 ¢d nails Ali sumed12' oil center or less Alt multi` -'p)y • hou CGd '0440014e, r-In acr±cr- ! lgn:dr !roes .p `J to1nstatlatic n,;. USS = STORAi iTt sattA, h4ulsf e`unIoadd bh-rotrgit terrain or- never° .sutfacee iwbictt - u e dainagetf the trUs; Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until-installa- tion begins or lift bundled trusses by the bands, ", Trusses stored vertically should be braced to prevent toppling or tipping. A. ‚'PANGER:.D9 not store bundles upright unless propfrrly baced, Frame 1 DANGER:3Waiking on trusses which are lying :flatis extremely dangerous and should be strictly R' prohibited J ; GROUND;BRAC!NC: BUILDING- EXTERIOR is WARNING: Do not attach cables, chains;: or hooks to the web members. - Tag Line 7600 /or less Approximately 1/2 truss length / /or less Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar Toe In Toe In 10 I \ICI Mal MI Approximately 1/2 to V. truss len h Spreader Bar Toe In Less than or equal to 60' Tag Line WARNING: Do not lift single trusses with spans greater than 30' by the peak.' MECHANICAL INSTALLATION Tag Une Lifting devices should be connected to the truss lop 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. Toe In Approximately '/a 10 35 truss length Less than or equal to 60' -:CAUTION. Temporary btaci9g3�, >trt,sse with simHar. =�g� igura toi,- '-racing_ arrangement is-ilesfreal. Re4om e3ded r; ,sj `fpecIf tiiiL . @ rTn7SSesr .$ 7.9940 ; . Somme; case! Tag Une Strongback/ SpreaderBar At or above mid - height Tag Une; Tag Line 10' Strongback/ SpreaderBar Approximately 35 to %truss length Greater than 60' Greater than 60' ec�is<adequaC the ieLPVla ionfof r rgt is al; �;. lneer Jt�a d!fierent- gry pracition•;atcordinoi : :-: rit GROUND BRACING BUILDING INTERIOR .pacing; Fibf 'Typical vertical attachment Ground brace --vertical (GBV) Ground Brace Verticals GBv) - trues of oup of trusses nd. brace (ESr + ' i :trues of Nal ;:',prow of true ;�ays c P "gad br^os (EB) Strut (ST) Typical horizontal tie member with multiple stakes (141) Fes; ;�..••..; $•: .r. ...:-- q.:;.4. -y'• ... .:a CAUTION :'Gr round bracingilrequirecrIOrlill Installations:.. - a .. .°' -° • Frame 2 `\9 12 4 or greater ■eereek■ft. NOW Upto32' MINIMUM PITCH TOP CHORD , LATERAL BRACE SPACINGLB 4/12 8' TOP CHORD • DIAGONAL BRACE SPACING (Das [# trusses] SP /DF Over 32' - 48' 4/12 6' Over 48' - 60' Over 60' 4/12 5' 20 10 6 SPF /HF 15 See a registered professional engineer 7 4 SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. 10' or Greater Attachment Required Top chords thatars laterally braced canbuckte togetherand cause wfapse itthere Iamd (ago- nalbrazing. Diagonalbraaing should benaged to the underside of !bebop chord when purgns are attached to the topsideol the top chord. ITCHED TRUSS ..,1, *UAW epero e' SPAN MINIMUM .,' PITCH ;: DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LB) ' TOP CHORD DIAGONAL BRACE. SPACING (DBs)` [ #trusses] ., SP /DF . SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem-Flr Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. 12 t4 Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse if there is no 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. ISCISSORS TRUSS 12 - I 4 or greater SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBO BOTTOM CHORD DIAGONAL BRACE SPACING (DBO [# trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' -48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional enalneer DF - Douglas Fir -Larch HF - Hem -Fir 00 'C Bottom chord diagonal bracing repeated at each end of the building and at same spacing as.top.chord diagonal bracing.- A 'ING7 al101 ia')��Q[IOWttet�`a SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. I BOTTOM CHORD PLAN ;reeks ao ee Cross bracing repeated at each end of the building and at 20' Intervals. /— Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE I 4 (s Frame 4 o =45° .�■"�1 Wit. ao ee Cross bracing repeated at each end of the building and at 20' Intervals. /— Permanent continuous lateral bracing as specified by the truss engineering. WEB MEMBER PLANE I 4 (s Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE S ACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cauaecollapae inhere lsno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10° or Greater � Y i 30" or greater The end diagonal brace for camntilevered trusses must be placed on vertical webs in line with the support. *Om br3pesl4f r tit ,past:tW .frases..< End diagonals are essY het stability and must be dup catei both ends of the truss system. WARNING ,Failure to follow these t0gtfltnen ations coL Id result n soterepersonak n r�r c � age a ses or 31d3ngs � • A•I •t�'.t .+VS r 4x2 PARALLEL CHORD TRUSS:TOP CHORD I Top chords that are laterally braced can buckle togetherand cause collapse inhere is no dia 'o- nal bracing. Diagonal bracing should be nai::d tc the underside of the top chord when purlina are attached to the topside of the top chord. 1y Continuous Top Chord —� Lateral Brace Required 10° or Greater \ 1 Attachment i Required —' 1 End diagonals are essential for stability and must be duplicati both ends of the truss system. Frame 5 .31/2a X X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professions engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir 12 —13 or greater e, e• Diagonal brace also required on end verticals. All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherandcausecollapae Inhere lenodiago- nal bracing. Diagonal bracing should be nailed to the underside 01 the top chord when purilns are attached to the topside of the top chord. MONO TRUSS kakI Maximum Misplacement PLUMB Truss Depth D(In) Lesser of D /50 or 2" I INSTALLATION TOLERANCES D(in) • D /50 D(ft) ' 1 2' 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' Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T ±1/p 1 T }1/4" WARNING: Do not cut trusses.' .... .......... ........................... ::y Length L(In) 4 L(In) L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5'. t Lesser of L/200 or 2" Lon) f Lesser of L/200 or 2" L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: ;•Under no 'circumstances should ..constructIonaoads of any description be placed on unbraced trusses; Frame 6 NOTE: ALL SHEET MUST BE REVIEWED MIAMI -DADE COUNTY BUILDING DEPARTMENT 1,_,111/4-2,03 —\ (`0 R- Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE ° AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT it PROVIDE MUNICIPAL PROCESS NUMBER HERE LOCATION OF IMPROVEMENTS Job Address 1.09 6 i(1 c 61. S S112L- CONTRACTOR INFORMATION Contractor No. Last four (4) digits of Qualifier No. Folio 1 J - 31-0 • 0 ►1 • b o I 0 Contractor Name Lot 1 Block Qualifier Name Subdivision KI4.641 S F iI Pl. S . PBpg 9 ] • "Pi Address Metes and bounds City State _Zip TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land N. Alteration Interior Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ] Repair [ ] Repair Due to Fire [ ] Demolish [ ] Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re -Roof [ ] Foundation Only Current use of property S ( IL- Description of Work NJ G0.)1 P°1441- fV4> 44 t.. ‘..,,. 57 72Lo,-•. iitit tau r✓! 6,3 Sq. Ft. y 1 /L / Units 1 Floors Value of Work i CL. 8u0 PERMIT TYPE [ ] MBLD* Z Category CJ REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner Rift/sox) I K: S Address ) D Ala- di 5-715- City IM 1 1 SD/ State(?'-- Zip 33 )3(5 [ ] MELE Phone i c1C5." -756 - %gz 4 [ ] MLPG Last four (4) digits of Owner's Social Security No. [ 1 MMEC [ ] FIRE PERSON TO PICK UP PLANS Name 1A/1 1 tom- CA" Pa rex. L. ARCHITECT NGINE Owner Pi UAL Odom p6t- LA' Address 315 n/ V,- Z~ Address -Y7 3 YU Z~ Sr- City04 1/A l S *vM' Statl Zip 33 J 3 t City IM l /►1 5.1-0S/1-4:3 State -- Zip c 313 Phone 'vS - 14 '?i b31 Phone 'to 5 t • 3.63? FIRE SPECIAL REQUEST PLAN REVIEW (SRI) 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. 1 st Request: Date: 2"d Request: Date: 3rd Request: Date: I DERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1 st Request: Date: 2"d Request: Date: 3'd Request: Date: 123_01-192 3/08 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT /EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS /PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE