Loading...
WS-11-1826Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165148 Permit Number: WS -10 -11 -1826 Scheduled Inspection Date: October 25, 2011 Inspector: Bruhn, Norman Owner: THOMAS, BRADLEY & CARRIE Job Address: 534 NE 92 Street Miami Shores, FL Project: <NONE> Contractor: LOWES HOME CENTER INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (901)218 -2069 Parcel Number 1132060141180 Phone: 407/370 -2872 Building Department Comments INSTALLING 2 IMPACT DOORS Inspector Comments Passe O / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 24, 2011 For Inspections please call: (305)762 -4949 Page 9 of 21 NOTICE OF COMMENCEMENT 1 111111 11111 11111 111 11 11111 11111 11111 1111 11 11 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.IL OOI/li 1 60 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF THE UNDERSIGNED hereby gives notice that improvements will be made to ceithOgil c� property, and in accordance with Chapter 713, Florida Statutes, the following infOiligV is provided in this Notice of Commencement. 1. Legal description of property and street/address:' G1+'n ; cfi WITNESS,' HARVEY RU' CFN 2011R0428868 OR Bk 27630 Ps 3248; Lips RECORDED 1 9/19/X20111 14' =11.52 HARVEY RUVIN? CLERK OF COURT MIAMI—DADE COUNTY? FLORIDA LAST PAGE OREDA COUNTY Of DADE TVVY that lids 1,1 to COPY Of The deti Of P' AD20� vtnd and Official Courtly Casa /tN, CLER ,581 -70)'-e4 j ?c P61, 0 -3 o• • JC 2. Description of improvement: .Det3/' 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 8'h ) 1 4. Contractor's name and address: l/DU)-P. f ig4// /0 • ! ! a/td s �— 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 1 I'1 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: 0 n 8. In addition to himself, Owners designates the following pelrson(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 Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) �._ C • 7-1,c -,, sy. Signature of Owner Print Owner's Name Car r' e C •'ThGtr+gs Sworn to and subscribed before me this / ' day of Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 • F. My Comm. Expires Dec 27, 2013 �;r;'`,,;= Commission DD 921629 "''7,; ; `s` Bonded Tt!roaa! Ncticnzl Notary Assn. ► LAND USE COP4t3ULTANTS INC. 4554 S.W. 134 CT. Prepared AIA FL 33175 Address: \� \� t PE ' APPL FBC 20 Permit T pea BUILDIN 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 TION ROOFING Permit No 11 Master Permit No. OWNER: Nam ple Titleholder): I .11 41 Phone #: Address: *Mr= City: State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Countyi:ff Folio/Parcel #: 1 \ _ 3.2n co -014 -t t 6- 0 Is the Building Historically Designated: Yes NO CONT TOR: Company Name: Miami Dade Zip: .35/- Flood Zone: lrU \ S Gvi,i4e(A,hone#:-zaocc(0440asq Address: ' o ' go-4 --?,53 ( q City: ( ( `0),N C j State: Zip: `% C� r-� QitalifierName: Phone #:���p�(�Lj'� GSA""% State Certification Registration #: CMS / 7 Certificate of Competency #: �� ` Contact Phone #; � �� qt�S"i Email Address: C) p- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ' ��!� quar � inear Footage of Work: Type of Work: ❑Additio Alteration ew ❑Repair/Replace ❑Demolition Description of Work: N1a ; l [ f f e(C J *** * x***: x**m **** ****m********* ** *a:****p of *�xx��x *x�**** *** *a�** **�r*** may * *** * *** *** ***** Submittal Fee $ Permit Fee $ i wv CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ K]'i 1$'4 a Bonding Company's Name (if applicable) Bonding Company's Address City State 1 £ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby trade 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 th absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The fore day of who • Owner or Agent oin_ i i trument was acknowledged before me this 'v The foregoing instrument was cknowledged before me this b --1 + , day of 20 I by 4- e or who has produced who is o ersonally known t n me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Signature Contractor pe sonally known to NOTARY PUBLIC: Sign: Print: y(r. .l. My Commission Ex 53 92-i629 tonne 1.,, Sig Print: 4� = il^y C ^sui; C 3s D::c 27, 2013 My Commis iop` cQt s: Cummiss cl # DD f121029 Bonded T "; ;h r.•.: "i.T;im L. N011! Pu' -!i, - k** * ***** **** k ****sksk *TS**** * * * ** *** * * * *** b * ****:k*:k**********+ **** **: N** ***:C***:k:R****** * *** *** *std * *** * *** ****** APPROVED BY /041' % Plans Examiner Structural Review (Revised 07/10/07 )(Revised 06 /10 /2009)(Revised 3 /15/09) Zoning Clerk Earl K, Qq _ Th%tocal business tax receipt laver authorities.Thl feceip ax Receipt1 Orange County, Flo municipal ordinance. Businesses are a subject to reguiation ofzoning, Ilea Eingttent penalty Is dded Qt ler INESS OFFICE: TELLSONPL A i RLANDO; X26' PAID $90.0} 21- 032470 8139/2011 This receipt is official when vatidated by the Tax Collector. R W B c R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 eport No FL-13346.2 RI a October 5, 2010 = Product Category Sub Category Manufacturer Product Name Exterior Doors Exterior Door Components ODL, Inc. 215 East Roosevelt, Ave. Zeeland, MI 49464 Phone - 616.748.5437 ODL 1 Western Reflections "Impact Resistant" Severe Weather® Doorglass Assembly for Glazing up to a 3°-0 x 8'0 Single Panel Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for ODL , Inc., based on Rule Chapter No. 9B- 72.070, Method 1A of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. When used In the "HVHZ" this product complies with section 1626 of the 2007 FBC and does not require an impact resistant covering. 3. When used in areas outside the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. This product meets the water infiltration requirements for the "HVHZ". 5. This product is approved for use as a substitute doorglass assembly in conjunction with a glazed steel or fiberglass side hinged swing door and /or fixed sidelite possessing a comparable current Florida Statewide product approval. 6. The design pressure (DP) rating shall be the lesser of the DP rating shown on sheet 1 of Drawing No. FL- 13346.2 or the DP rating shown In the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being used. 7. The door panel and lite opening size shall not exceed the sizes shown in Drawing No. FL- 13346.2 or in the glazed steel or fiberglass side hinged swing door or fixed sidelite approval being used. 8. This product has been tested in the door and /or sidelite panels as specified on sheets 3 & 4 of Drawing No. FL- 13346.2. Substitution into a similar product may be approved for use by the local Authority Having Jurisdiction. In all cases, the glazed steel or fiberglass door and/or sidelite used must possess a comparable current Florida Statewide product approval. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01310196 TAS 201, 202, 203 -94 Testing Evaluation Laboratory Lyndon F. Schmidt, P.E. 2 Drawing No. Prepared by Signed & Sealed by No. FL- 13346.2 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Materials Testing Miami -Dade NOA No. Saflex Interlayer by Solutia 08 -0206.01 4. Calculations ASTM E -1300 Glass Design Prepared by Signed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that ODL, Inc. is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. PF 1520 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 10/5/2010 _m/0 /2011 14 :32 FAX 8058631850 ABBE WINDOW INC. NAME: CoWeiffitvist$ ADDRESS: .'s!r -we- t.$%` crry: Afteat r s/10043 PHONE: Ai-ore-SOO TOTAL LENGTH: f ri r MEAN ROOF ABBE WINDOW INC. x004/004 INSTALLATIONS TE-- MEASUR M S MAR: ;sr INSTALLER: ,9aA STORE: /SY/ TOTAL WIDTH: 4 # OF STORIES: / RURRICARE_ TOTAL # OF WINDOWS: # OP WINDOWS BEING REPL: TOTAL # OF DOORS: # OF DOORS BEING REPL: ASV - 1( SUBJECT TO COMPLIANCE WAFEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7 -05 Description: CARRIE THOMAS RESIDENCE MIAMI SHORES, FLORIDA Analysis by: EDWARD TORRES, R.A. V Basic Wind Speed Cat Structural Category (I, 11, 111, and IV) Exp Exposure Category (B, C, or D) 146 mph 11 C RHt Ridge Height 17 ft Eht Eave Height 10 ft Ht Mean Roof Height of Building 13.50 ft Theta Roof Angle 13.13 Deg L Length of Building (If Gabled roof, along Ridge) 46 ft B Width of Building (Perpendicular to Ridge) 60 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 Importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 4.60 ft 2a Length over which Zone A acts on Each Comer 9.20 ft Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOH GOH 1 49.45 -17.84 32.92 -10.28 -49.20 -31.36 -34.22 -23.99 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. Notes: * ps = Lambda * I * ps30 www.mecaconsulting.com Page 1 of 2 WINDO2 v2 -21 Simplified Wind Load Design (Method 1) per ASCE 7-05 Description: CARRIE THOMAS RESIDENCE MIAMI SHORES, FLORIDA Analysis by: EDWARD TORRES, R.A. Rat Roof aN Hip Roof (7° <0 S 27°) Gable Roof (0 <_ 7 °) Gable Roof (7° < 0 S 45 °) ❑ Interior Z ❑End Zones ■ Comer Zones Roob- Sme1/68.Tmo4 RmB•f®Y /el!2t.7.me8 imMe -7Gd•8 Double Click on any data entry line to receive a help Screen Wind Pressure ps (psf) on Components and Cladding (C&C) Description Width (ft) Span (ft) Area (ft" 2) Zone Pressure Positive (psf) Negative 1. DOOR 3 6.67 20.01 4 44.40 -48.33 2. DOOR 3 6.67 20.01 4 44.40 -48.33 Notes: Zones 2H and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls www.mecaconsulting.com Page 2 of 2 Florida Building Code Online hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Log In User Registration Hot Topics Submit Surcharge State & Facts Publications FBC Staff ' BCIS Site Map Links Search Product Approval SER: Public User Product Approval Menu 'Product or Application Search > Application List > Appllcatlon Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /P hone/Email Quality Assurance Representative Address /P hone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) k FL8r26 -R3 Revision OCti 2007 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441 -4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Asserrtblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 202 1994 1 of 4 09/09/2011 03:22 PM Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... Method 1 Option A 01/31/2011 03/10/2011 03/22/2011 FL # Model, Number or Name Description 8228.1 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S and O/S Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85.0/ -85.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3' -0" x 6'-8" max norninal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO160 -07 for additional information. 8228.2 Fiberglass Side - Hinged Door Unit Limits of Use ...........�._.�_.W_...W.W Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/ -70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3' -0" x 8' -0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO161 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO160.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 504A.pdf Created by Independent Third Party: Yes 8' -0" Opaque I/S and O/S Single Door Certification Agency Certificate FL.8228 R3 C CAC N1006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO161.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 503A.pdf Created by Independent Third Party: Yes 8228.3 Fiberglass Side - Hinged Door Unit 6'-8" Opaque Inswing Single or Double Door w /or w/o Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12-0' x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO160-07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FLO160.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 502A.odf Created by Independent Third Party: Yes 8228.4 Fiberglass Side -Hinged Door Unit 6'-8" Opaque Outswing Single or Double Door w/ or w/o Sidelites 2 of 4 09/09/2011 03:22 PM Florida Building Code Online http:/ /www.floridabuilding.org /pr /pr app dtl.aspx?param =w... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hunicane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12 -0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO160 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI008900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0160.odt Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 A 52o.odf Created by Independent Third Party: Yes 8228.5 Fiberglass Side - Hinged Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12-0" x 8' -0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO161 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI008900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 11 FLO161.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.odf Created by Independent Third Party: Yes 8228.6 Fiberglass Side - Hinged Door Unit 8-0" Opaque Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in Nations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12-0° x 8-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FLO161 -07 for additional information. 8228.7 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +52.0/ -52.0 Other: Evaluated for use in locations adhering to the Florida Building Code includi g High- Veieeit Hurricane Zone, and where press requirements as determined ,raSCE 7, does not exceed-the design pressures listed. 1Z -0" x 6'S; max nominal size. urricane protective system required in HVHZ, )trot not in the Wind Bome Debris Region. See DWG -MA- 7 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0161.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.pdf Created by Independent Third Party: Yes 6'-8" Glazed Inswing Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0162.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third P Evaluation Reports E 502A depfThird Party: Yes Fiberglass Side - Hinged Door _mmns of se ed for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/ -55.0 then: Evaluated for use in Nations adhering to the Florida B 'Iding Code including the High Velocity Hurricane Zone, and wh pressure requirements as determined by ASCE 7, does 6-8" Glazed Outs ,`ng Single or Double Door w/ or w/o s i "elites Certification Agency Certificate FL8228 R3 C CAC NI006900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0162.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: 3 of 4 09 19/2011 03:22 PM Florid4 Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... not exceed the design pressures size. Hurricane protective required in the Wind Bome FL0162 -07 for additional information. listed. 12-0- x 6-8" max nominal system required in HVHZ, but not Debris Region. See DWG -MA- Evaluation Reports FL8228 R3 AE 502A.odf Created by Independent Third Party: Yes 8228.9 Fiberglass Side - Hinged Door Unit 6 -0" Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/ -45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12' -0" x 8' -0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FL0163 -07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI008900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0163.edf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.pdf Created by Independent Third Party: Yes 8228.10 Fiberglass Side - Hinged Door Unit 8' -0" Glazed Outswing Single or Double Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +43.0/ -47.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12-0" x 6-0" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG -MA- FL0163-07 for additional information. Certification Agency Certificate FL8228 R3 C CAC NI008900- R1.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL8228 R3 II FL0163.pdt Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL8228 R3 AE 501A.odf Created by Independent Third Party: Yes Privac Department of CommunityAffaks Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2010 The State of Florida. M rights reserved. Statement I Copyright Statement I Accessibili Statement 1 Plu -In Software 1 Customer Service Survey 1 Contact Us Product Approval Accepts: 11,0 I '4xs+f?fix YCL't1Q* eae• >e tsA 4 of 4 09/09/2011 03:22 PM NAM! NOTICE OF PRODUCT LINE CERTIFICATION Certification No.: Revision Date: C:ertitieation Program Company: Code. N1006990 -R1 Page I 91/412007 11:122/2010 Structural Mas auite International M -703 -1 The "Notice of P'odu "t inn Certificatioe is valid only when Administrator's Seal is applied to Este upper left hand portion of this form and a certification label is applied to to product:. This. certification seal represents product confixinity to the applicable specific£3tii*n and fhM All t il:i ration 4ritcria has been satisfied. The products and system :listed below are approved fix listing in the Director c'3t Certified Products at lsyww,MMigertification.com. Please review. and advise N,si. .l immediately ediately it' data, as •lac tt. rewires corrections. Company: Mara nite lnternatieat}al. Corporation 19,55 Pa wis Road West Chicago, 11 60185 Product Line: Masonite Fiberglass Side - Hinged Door Units Test Repot.: NCT1.4 -210 3102e1/210 -31 5..1,210 -19 34 2,3/210 - 3107411210- 3108 -.1. ACV`". 1' Lu 21f- 3367N1/C+"1`L A. 772W/C,"i"LA 772W- 11t'f1,A 772W-2/ C." 1 LA 805 Wit 1( irL A 805W -2l 01'1.,& 11151 W/ C"1'1.4- 210 - 3358 -1I 2 1.0- 33674./'2 1 0- 3389 -t Section 1 C ertera1.[l scription oft the Products and Systems under this Certification n 1 of Frame: 'The frame jambs consist of finger jointed pine with all comers cow, butted, and sealed using three long wire staples 04375"), '), 1,2 Mullion Construction: Where used, each mullion constructed of beck to back wood jambs and attached to the header and threshold with two ( ) g.10 x 3" Philips Flat Head Wood Screws, 1.3 Pion- Impact Glazing: 'Where used, the overall insulated glass was glad . into a rigid plastic lip -lite fame. Consisted of symmetric monolithic insulated ;lass € ith 3mm (0.118) tempered glass with alumni/ant, steel or butyl :pacer. Impact Glazing: Where used, the overall impact .rated .insulating glass: was glazed into an AS A poiy+t carbonate frame, is a sir s consist.,, of a laminate with 0 .124 Ann aled GIM10.0 U "Solutia. Sallex HIC1 124 " Annealed Glass and a lite of 0.124" `1 empered Glass with aluminum or butyl spacer. 1,A Door Leaf Construction: Each door leaf was constructed from O x:16., thick fiberglass composite p site .material. 'fop rst.l acrd stirrer constructed taucted from wood, with or without composite edge band. National Atereditation & Management Institute, lac 4'94 George Washington Memorial Highway, Hayes, VA. 2W2 Tel; ( 4) 68 4-512,4 Fear MK) 684-51.21 Certification No.: NI006900 .R1 Page 2 Section 2: Registered Suppliers 2.1 Non- Impact Door_ bites: ODL or Specialty 2.2 Impact Dewar Lit es: Specialty 2.3 Astragal: Endure Ultimate Section 3: Additional 'Supportive Test or Acceptance Data Provided. with Certification Documentation included: 3.1 Fiberglass Door Facing- Tested for Tensile & Elongation Properties per ASTM 1)638, both before and after weathering for 4500 hours per ASTM G155 Xenon Are Method 1, Test Report Number ATI- 94556.0.1..1 O6 -3.1. 32 Skive material tested to 451 M :D635, ASTM D2843 and ASTM D1929 And conditioned for not loss than 40 hours per .ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Stein Test Report Number 41Yi- 94566.01 -106 31, 13 Miami -Dade Budding Code Compliance Notice of Acceptance for on- Impact Lite Frame Material, NOA O7- 0801..05 and ETC- 02 -797- 1.2517i1 3.4 Impact Lite Frame Ptelaterial tested to ASTM D635, ASTM D2843, ASTM 1)1929 and. ASTM D638 conducted by KIV Laboratories, Test Report ETC -00- 41740343.2. 3,5 Miami -Dade &tiding Code Compliance ;notice of Acceptance for Soluti6 Inte,rlayers. NO,A #09-012733. 3.6 Surface turning Characteristics for Foam Fitted Do*» performed by Omega Point Laboratories to 4S'[M E84 -98, "Standard Test Method for Surface Burning Characteristics of Building Materials-Report No 1.5977- 10431.3 and 17276-125193. 3.7 Anchor Performance Calculation Report-Performed by Luis R. :Lomas, P.E. (Florida No. 623.14). 3,8 National .Accreditation & :Management Institute, Inc, '- .1.362fW -1416 Sec additional Pages if Certification for Certified Product Line Matrix(s) and Installation .Details. if you have any questions regarding this certification, please eorattet NAMI at (804) 684-S124, i24, National & Management Institute, 4194 s'reorge Washington Memorial Highway, 'Hayes, yes, V'A 23072 Tel; (804) 684-5124 For. (U4 i4- € 2 NOTICE O F PRODUCT CERTIFICATION Company: Masonite international Corporation 55 Pawls Road West Chicago, IL 60185 Product: Certification No.: Certification .date: Expiration Date; Revision Date: N1006900 -R1 Page 7 01/14/2007 12/31/2014 11/22/2010 Fiberglass Impact Glazed Inswing or Outs wing Door w/ and w/o Impact Rated S"adelites Ole/Wood Frame aataleas noted) Specifications Tested To TAS2O2IAST E330 /ASTM E18 *61 ASTM E1996 Impact Rating: Wind Zone 4-Missile Level The f'N tiee of Prodaaet Certification" as only valid if the NAM Certification Label haas been applied to the product as described within this document. The certification label represents :product conformity to the applicable specification and that Kati certification criteria has been satisfied. This product has been approved for listing, within ''4A:?di.I's Certified Product Listing at ws w.N,sinicerlifa ationxem. NAM.L °s Certification Program is accredited by The American National Standards Cnst:itaate (ANSI), Configuration Sin ig Single XX Double x; :x Double Inswing Of Glazed or o a sac Olazed Glazed € lazed Paled 3 o //s X.'D/OX Single wiSi ieiite X(.'OX Single wfSideliies OXO Single: wiSidelitcs OJS ire Struct#ar d Water Maximum design 'T><st. Sin Pressure Pressure 3'0" x ss'8' w... +521-52 186 psf �lis�iiay iMpart Rated Yes 3'0" ".a 6`8" ÷551-55. 6.00 psf 8:25 psf 6'0" x. €i':3" .1.521,5; 2.86 psi' Glazed Door Glazed Sidt:iite: Gland Door Glues Sidelite Glazed Door Gla ti, :7idelites oxo Single wiSideiite•:; OXXO Double w /Skielites OX.X() Double wSideliies l)is Glazed Door Glazed Sickliness. (lazed Doors tslilzed Sidi'•lites DCf s Glazed iideli Yes Yes 6'0" x ti's" +.55% s5 6.00 psf 8.25 psi"' 610" xis" " +52/ -52 2.86 psi'. 6`0" ?£ €3'8" .4.55 %..55 6.00 psf 8.25 psr 9'0" x 6'8" +521-52 2.86 psf 9'0" x 61" +55/-55 : i X. rs'e., 12'6" S. 6'8" +55, -55. 6.00psf 8,25' p&f pi-52 6.00 psf .8.2 psi*. 2..86 psf. s Sidehhtf; -Yes Door-Yes Sic:Mite -Yes Test Report Number Drawing Number & :Comments Maximum Pavel Size: 3 -i •:£ 61" Anchor Delnil- '!'A- 1= ;.. 016 37 NC TL-210--33139- Maximum Pend Size • 3'0" x • . . Amex Lb;;Yfii1 -MA- 11,0162 -07 Door -Yes Sidelites Yes Door- `es Sideiites -Yes SidellteS Yea SiRdelilec -'es NC1'L- 2113.3 ,au, Maximum :Yauel +i7.: 3.W' e. 3'W Maid Do ail-MA-1-1,0162-67 NCT 1.•2i0- 3385+•1 Y�1 cssfFS 3 ;a Panel Sips: 3':3 " e:7 #3„ u hE €'SCa3i1•?v {?3 -# lfal62 -07 :tiC1 -21 - 3386 -1. Maximum Pawl Size; 3`.*' E6'8- Anchor ` oei -MA -1' 1:& 1$.4 7 phi" I,210,:,389 -1° _. MO iclUla4 PAM! Slit':. '&3" Anchor r l) ai€ -MA i 121 62 -G2 NCO,-210-3384.1 Ma ireiii Putt Sin: 3'0" 16 e ",.FF. i is iae1a31 -M.'a. FL.c i62 -L 7 Alt11- :11- 33sS'3 -1 Ma zirann: €'fF l Siz : 311' re 61" :k3'Fdiief 1 oltleil- A41.1116e -37 N 11.'..1(133x9 -# Maximum a m? #jams S*1 3'0 s r 3?`` AE- lean € etas € -M:3 :. €A162 tat i't:?�itKLtffF lSF.Y..D,:i'. Anehm €?:Y. ^..F# -P. 8.6162 -Q7 1 Denotes High Dam Threshold Design National Accreditation & Management Institute J:aic.147 )4 GeetvWashington Memorial I-Ihglawayt ayes A 23072 Td: (804) -5124 I a, ,804) 684 -.5122 NAM': AUTHORIZED SIGNATURE; Com:paeny> Prod' a et: NOTICE OTICE O1." RODUC ■. CERTIFICATION Masonite International Corporation 1955 P4i i'R Road West. Chicago, IL 4;0185 Certification Noy: Certification .bate: Expiration late: Revision Date: N14106900-R1 !. Page 3 0111412007 12/M/2014 11/22/201. Fiberglass Opaque Inswing or Ontswing Door wf and w/o Non-Impact Rated Sideliter (w/Wood Frame finless noted) Specifications Tested To: TAS 202_94i>ASTM L33Of4STM E1 61E19% Impact Rating: Wind Zone 4- Missile bevel D The ''Notice 43f Prr daaa;t Certification" is only valid if the NAMI Certification Label bras been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that a &I certification criteria has been satisfied, This product ha' en a,liproved for listing within NAM 's Certified 'roduct Listing Nit www.Naraicertificatioti.com N.i P`S Certification Program a m is. accredited rei ited by The American National StaaEdar'ds Insti:t to (ANSI), Configuration Single Singe XX Doable XX Trouble Cloud or CBpa4 e Opaque ots Opaque Maximum Sipe Straaa;ttanil Design Pressure 4.85,_&5 115 Opaque 0/5 .to; ox Single w1Sidelite Opaque: 6'V x6'8" 6.0 >- x 6'8" 1/5 Opaque Dear Glazed Sidelite X01 0X Sink. w /Sidelites 4 #X:O Single w /Sidelitex ox4 Si:n1;14 w. Sidethtes s OXXO Double w /Side^lites 0/5 Opaque Door Glazed Sidelite Water Test Pressure pst -85r -85 10,5 psi +50.51-503 2.86 psi x-551 -50.5 x5(15.1 -503 :,10 of 8.25 .psf* 2.86 psf Door-Yes Sidelite-No Missile Impact Rated Yes Yes, Yes Yes 63'Cs" x 6'8" +551- 50,5 6,00 psi'. 8,25 psi 3 Door -Yes } Sidelite -i c Opaque 1.D£.43r" Glazed Sidclitrs Opaque Door Glazed Sideli €e: 1/ S Opaque Doors Glazed Sadellix s c txxo Double wiSidelites 015 a ue Doors Glazed S €desltta:s... 9 ' 0 " x 6 ' 8 +50.51 -505 > �.> x z$ r 4.551-50.5 430.51-50.:.5 2.86 psf Door-Yes Sidetites -No ffss 6.00 psf 8.25 TY :i#: i)oor Yes Si 1el €tes -Ne 2,86 psf 6.00 psf 8.25e> :t'" Di trs Yes Sidel{.tes No Sidelates -No Tea Report Number Drawing lumber Otae:ataents 3lax itnam Patel Size. 3'ta" . 6 8" A3.:e xa rk 3311- 1+;1:.'4• - 'E.:31ff3 -fib 1`#Ci €.' 10. ;3•<.t -1 €;'{'l .-_ 12W Maximum Para:# in: t'0 6'8" t ia.:€4se :r 316047 7 NCiL2 f3 -3 05- 1121(- 3114- 1A.Cx"1.A :772W -. Mu r£aaa3 Pad SiZg: ?'43° x 6'8"f Sideiw 3'O" x 6-8" M3s {;n - Veta11411.410i 6e -01 iv+TI.210 -3.art 41210,331.4•- 'iA.CIi.4,- 772432 ; 44 <i:nt333; Pet4te1 Sr s: 3 r, < <,,e. ;siitkt .e::4 "ir" c f 4 Anchor Wail-MA-FLO160,07 NC-M-210-3105A :21c- 331.=#• .s ILA- 7n•Ytit -2 M2xi£aauttt Panel St,e. x O > '1i *1tdd3x ::'{ }" x r•I-., Aactit•r er311 .MA•E ...01f,0 0? NCI "i.;- 2i( -3'0 3- 1 21 - 33144? CTt.A- 71.iii 2.... MaN.irreo££ Pane Sizi : J r-- a 6`8 Si 1e{1 e: 3'44„ x 6.8`. ArK13rr Detat:.MA -} 3 { }tfrl -j- N 1. -21 f-3i41 4: L0- 3.CE'{ -1:x.4. :1,A- :112eW_2 Maxittis3333'alle1 Si» ::'41 ":<t MOM Las tail- 3.1,E -i l 0160.07 NCR E.;210-3103-1:210-33 1 1 14 1"t.,4t t''sA' M.3ssst. u•.tt f4 s•'Y .ss41£ {iv ..: •i a fs I 'wr ie::vr lnts3.3t1 S1 ;r 1 ;3{ f 3-4s 4411 2 {4a -314h kf03 1411 ;f`"11's 72 -;? Mmin r£a l':a= 1 $ire x si.8 S3sleii }e. f}' x w4#" mow rkt4il MA.-11 31st -01 N£ # {.;- 2'1 {2- 31415 -s, 1 3 < < {:{ 14 3 •.11.A 772W-2 Maeit4a4rm E'are1 3'tx" .. fivisiatiitc., x'43" x 6'15- t lwr U tail -M: -1 x S31i ti41: *Denotes High Dam 'r reti3Qtl3t Design f� National Accreditation & i anager ent Institute, tne. 479 George Washington Memorial i=l gh ay: f4t eat„ V..:A 230?2 Tel: (804) 684-5124/Fax: (804) 684-5122 � NA M1 AUTHORIZED HOR IZE.D.D SIGN .ATURE: • NOTICE OF PRODU PROD T CERTIFICATION Company: Mason t? International Corporation 1)SS .T`owiS Road Wet Chicago, IL 60185 Cer cation o.: Ceni a time T ht < Expiration Date: Revision Date: NINON-RI Page 4 01/14/2007 12/31/2014 11/22/2010 Product: Fi ae.rglass Opaque Inswing or °intswing Door w± and w/o Nou- lrapact .Rated S1delitts (w/Wood Frame 4 € mess noted) Specifications Tested To: TAS 202- 94IASTM E330/ASTM E18 & & /ASTM .E19% letpaet Rating: Wind Zoe 4-Missile Level D The ;: ,i+t tkc of Prodaact Certification" is only valid i€'the ' AM1 Certification Label has been applied to the product as described within this document. The certification ia3bl represents product conformity to the applicable specification nod that all eertiflk:ati *n criteria has been sat$s! ed. This product has been aapproved for listing within NAmvs Certified Product 1.4futing at r ww,N: aaEal£:ertitls:atiora.art. €a3, \AM's Certification Program is accredited by The .A eristaas National Standards {Oft A'S (ANSI),. Configuration o lns*ing G Gland r r S Strwctural ' 'Mater d di$811e T Test Report Number X . Opaque 3 ry ,{{�� S 70!-70 2 X 1 1S O Opaque : :1`0" x S'O'" + +701,70 1 10.5 pt' Y 1551 -50.3 £ 6 6.110 psr ' ) O O.;,g 1 :\UIOX O OIS O Opaque Door 6 6 "' 8'i' 3 351- 30.5 �6 00 psf o our -fe A Aft 1'1.- tt9 1' 1s -1 ;31/a -1rt.f 1 €,P�. -' 2 -1 9'0" x 8'0" + s Higta €3 HE1'ntextol old Deoig t National Accreditation & Management ltaaatitute,1ltaeof4794 George Washington Memorial Hig w *v/Hat es< ,4,''130 2 Tel: (804) 684-51.24/Fax: (041 484 -:31. x ' NAM :1,A.i AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masaaraite.'International Corporation I955 Powis Road West Chicago, IL 6O1 & &. Certification No.: Certification Date: Expiration .Date:, Revision .Date: N1006900.141 Page 5 0111412007 12/31/2014 11/2212010 Product:, Fiberglass Gl;tzi d inswing or Dnts whng Doer wf and w/o Non-Impact Rated & €del to twi"Wtrlood Frame artless noted) Specifications Tested 1'o: TAS 202- 941ASTM E330 The "Natice of Product Certification" is only valid if the NAM' Certification label has been applied to the product as described within this document. The certiftcatitia label represents product conformity to the applicable specification and that all cert:ificatinn criteria has been satisfied. This product has been approved for Wing within N M 's Certified Product Listing at w wow. a an ertific;ftioaa.c rd#. NAMI`s Certification Program is accredited by The American National Standards Institute (ANSI), Inswing or ootswin vs f Single X.X Double XX Double XO?OX Single w: Sidi lit xo'ox Single wiSidt;lfixes oxo'. Single wiSidelims Y• oxo :'.i5 #tgl %aidel.it s Ifs« Glazed: or 0=at:je laz d. Glaza rl Struetorai Water Maximo KO 3 {3`' :x 6 Design Pressure 3'0 "x61" +55/-55 Glazed 610' x. Glazed Glazed Door Glazed Sidelate +•52/,52. Teat P#: essu re . . 2.86 psf 6,013 psf 8.25 psi 2.86 psi ±551-55 6.00 psf 8.25 psf« 6'0" x 6.'r Glazed Lioor Glazed Sidelite Glazed G lazed Door S #deli e Ca<S tXXO Double ' ' i.dclites oXxo Double fx: Si1elites 5..31 S Glazed Door Glazed Sid lit: a Glazed Dom Cslazed : dzlites Glazed Doors Glazed Sideft es • 521-52 :2.86 psf 'a" x.61" 9'0" x 61" ''.55. -55 WO" x 8,T. 12'6" x.6'8" 6A)0 psf. 8.25 psf* lF4ir;�ilc Institut Rated No No No No Valor -NO Sidelite-No 411 -5' 2.86 psf Door—No Sidel#tes -pia. 55' -55 56r ;.551„55 6.011 psf poor-No 8.25 Irv. -.f Side lites- No 2. :86 psi' l`Srsf3i's'No side..lttes-No 6,00-psf 1:loors-NO 8.23 psf" SideilteS-Nv. Test Report Number Drawing Number & Comments Maximum #'s33 # aiGe 3'F "x61" :valor 0041141,141.016247 1(4:'51, -2 W .31 £ S4 F € ,. o -8"'V -2 :'ti eigiff3 3m P'aa'iri S,i : 3•0" A.nct°.itr t'3etait- MA-- 9.£3162 -O7 NC TI. ## ;7< <t;i ; : #-?sf) W2 3, a.tiimwrt P ar.• Size : -, ;3 x i'g" Am:1m ;.K`t2it-MiA,F5s.'31e;2.01 :VC' i.1. -2 # 0- 31315 -1 %C:' e S,.A- 85%511.2 Maximum Pwt# tt ar t i3' k Mchcr `3f..taii -M €'I.t ;1£t' £r:% Nf 'i.• 1£ #- 31£3#1 -# ! #'i.A -8£ . ' -2 Mirknown tWO Si. 3'0- `d. to'r &tt m i'3e#ai -s A4.1.t%162 -i'r" W11,-210-3 /033- i {, rt.,s.. 80,W -2 Maximum Pimel Ssz£. 3`Ft' ts':t" Manx 53t:tt£it -MA- 5'1:£1:61(37 etaxi.yntani Pont1 evta 1 £j 4:41 - :2 mthin. L)d a -1• t ...5i£ 6.147 Si'}33xiraoiti Pane Sin. 3"0"a iy 2" Anchor Deaf #- MA-r € ; # n2,07 Maximum Patel r 3h:: • ' x 6'$" .A3tcbof I3,3;til ^MA -1 :13162-07 �t?.- ..tfffJ;3;33 Perx S3 i .x .:^ .5' 3' x 61" .1)02.4-MA-F1.01452-07 41.1trotts >IRO Dom ':1 hrotkutit DeNign National Accreditation & Management ltrstitute , Inef=1794 Gorge Washington Memorial :flag rtiyr -layeo,• r 2311:2 Tsar (8O4) 684-$124/Fag O tl•1l 5: $I22 ,. NAM. AUTHORIZED SIGNATURE: c NOTICE OF PRODUCT CERTIFICATION Com any Ma,souite I.i tert€atioaaal 'Corp r ti ;gin 1955 Pa wis Road. West Chicago, 1.L 6O115 Product; Fiberglass Glazed .Teasing or €: Certification 'No.. Certification Date. Expiration Date: Revision. Date: .N16900-R:1 Page €e 011412007 1.2/3112014 11/22/2010 toying Door wl and wiu Non-Impact Rated Sadetites.(wiWootl Frame unless no ed) Specification Tested To TAS 2112- 941ASTM E330 The "Notice of Product Certification' is only valid if the NAMI Certification Label has been applied to the product as described within this document The certification label represents product conformity to the applicable specification and that all ftr tificaticarr criteria hos been satisfied,. This product has been aiiproved for fisting within NA.44Ps Certified Product Listing at w•ww Naa aieertific Fti €rts.ccoaa. NAMl`s Certification Program is accredited by The American Natirfarai Standar& itaa1itaate iANSli. Configuration X Single Single XX Double X.X Double xo!!ox Single wiSideli €e xo'ox. Single w!Sidelitcs 00 Single w-Sidelites Coxo Sia {ale wSideiites oxxo. Double wiSidellics OXXO Double le >wf 5ide l ices inswing Outwits sfr` Gazed or Opaque Glued Glazed Glazed Glazed ed 4.. Glazed Dorn' Gl;zed'�adc cite Glued ed : oor Glaazed. Welke Glazed Door Structural Maximum Delig Size Pressure 3.0... x 8'0" +40145 3'O„ x 8't3,: +W-47 60" x8+0" 6'0'" x: 8'0 " '•50(-47 6'0" x trir _v -W)/-45 6'0" $'0" Water Test Pressure 2.86 psf 6.0p%f 2,86 psf 6.0 psf 2,86 psf Impart Rated No ( ;lazed Sk elites :ila d. DOor Glazed ' ideiit s Glazed Doors Glazed Sidetue :1 Gland Doors Glazed Sid :elites 9'0" x 8'6" 9'0" < 8'0" 12'6' x 8'0 12'6' Kfi " +401 -45 6.€i psf 2.816 psf 6.0 psi' No No N`o Door -No Skdclity -No Si.leiite -fin Sidelf #t No S :idelifer -No Sidolites -No Doors-No 4 2.86 psi 4501- (,0 l'?5f `rest Report Number.' Drawing Number 'eaab:raeaats Nt:3'L w €o 3;,ii" F t`'F .A 0):5 ', Mrsxist3. to F +fs { Sin. . '3.a3.' x'3' %'.adfiat' €7etai €^ MA- i.' €M €F;i.ii'1 210'3 €07 -t%C L 105W Maximum Pam!. Size: Anebor 6347 NMI-210-3 tr--1701.4405W MUM= = r ane i x 8'0" Anchor Detail- MA41o153 -o3 NC' r1,210.3 07-1 CIL A-805W Maximum aria€ Size: .3' ' , 5,.;3,. Ari €f£ :4 >YiMi WA.F1.0 63417 Nell-210-3107. F.iCTI,A Sit3S Max #aitam PPnol Sue: }'i> € it 1 richer € mail- A4,s,4 E -07 L.-4. HO F(1-yF07-1.'. :''3'5. :4 -I}05W t. aNimff£fn #';,ta32;F MOW Deiriii,MA4-U163.417 N(' L 2r£s.3/07- €%>::' #' A 30r iy Maximum. Paaal Size: .1s0." Detoil--Mist.-FLO J.61-07 t ,E%.y:€'v.'tr €;alit€ € - v€:• - .FF €<o,..i ;'; Anima: fond Sim. i`;% - €'t 21i.i.3i10"- €CTLA:0)5W 1' �s ^�x itat 3a3 2121 .1. Size.: 3'r N. [l' { Anebor 'National Accreditation & Mannenteat Institute, I a 14794 George W fishing n Memorial H gkway ibbyes, VA 2,1072 Telt ( 4) 484 - 5124 /Fax: (804) 684 -51.22 NAM :1: UTHO E SIGNATURE: Company: Product: NOTICE OF RODUC°T CERTIFICATION Maaenite International Corporation 1955 ptawia; Road West t Chicago, IL 60185 Certification No.: Certification Date: Expiration Date: Revision Date: N1006900 -R1 Page 8 01/14/2007 12/31/2014 11122/2010 Fiberglass Impact Glazed !awing or °iatswinag Door w/ and win Impact Rated SWelii s (w/Wood Frame intim noted) Specifications Tested To: .AS202/ASTM E330/ASTM E 224iASTM EI. h Impact Rating: Wind ad Zone= 4- Missile Level .D The °N tice esf Product Certification" is only valid if the NAM/ Certifiesftiors. Label bas been .applied to the product as described within this document. The certification label represents product rrartforsstit;r to the al;plicahte specification and that ail certification criteria has been satisfied. This product has been approved for listing within NA' r' Certified Prod ct Listing at :s•w:s 6i is r fi at:iort >coro. NAM1's Certification Program is accredited by The Americas National Standards Institute (ANSI). Inswing : >c Outswia.: Glazed or 0 a tar; Glazed O ,S xotox Single w!Sideiite f. }iS Y Glazed Maximum Sine x 81r 3'fr x 8'0" Glazed Glazed ii'0" 8'0" 6'0" x 8'0-.' Structural Design Pressure x•40/ -45 Water Test Pressure 2.86 psf -r-43/-47 E•43/ .-47 6.00 psf ".86 psf ;i+iisaate its pact Rated eS 6.00 psf X 010X Single wiSidclites Gland Door Glazed Sideli1 Glazed. Door Gland Sidelite 6'ir x li `0" oxo -WS sF:ial:k ' ; Skt4lrte Sii'zgte Lk. Sideiites Coxxo Double w /Stdcl:ttes oxxo Double w'Sidelites Glazed Door Glazed Sidelites Girosed Door Glazed Sidelitcs 6'0" ` 8'0.. Vas Yes Yes Test Report Number Drawing N s r m b e r r&. Comments 1.4:11,-210-3367-1 Mn i irfn3ia Poe WO"' :`s3A.Pfix iiiitail-4A €'LOi63-07 NC:TL>wtLf -33174 uittittrcz Panel Sire: %iI x 'ty .g3 clot %s Detail-MA-M16:3-67 2.86 of Door-Yes: Sidclito -Yes +43/-47 9,1y, x o' 6.00 .psf • •40/-4 5 2.86 pxf rt ?' x8'0" Glazed Elixirs Glazed Sidelites GIS Glazed Doors Glazed Sidelites +401-45 12'6" .. t...., +43/47 S'cdelire -•`'g es Sidelites -slit' 6.00 of Door-Yes Sidelites-Yes 2.g6 psf ti:+tos.;`►'t"s Sidelites-Yes A Cti: 21O- 33Ci 7,-i. Mammon; lrttatt i ''s It : a ` <,f" x 8"0" Anchor th nil -MA- 1.13163 -0 1' o£<f-'t''l3tinl Nit: Sin: 3'0- x /1'0" A3ncivr ikt.?a'si- MA-£'i.4?:Fsi3 0 0. 33671..,.. € 4xi um NM. Sim 3 :, >: #> Anchor €XIm£ -MA -} .€ 3'tE3- ? N.C" £... -2£G- 33627 -l. Maxinnwst 3'0"n ii' Aaeor 1 :tai MA 41i; 63.07 NC 11-210.3.3674 Ntftaffiltn Pane UM: 3'G° x fra" An d'Y33 lPl. %3 �yi1 S t "57 Sl, .A11.-210-3367-1 Ma >ia:icim Piaui silt. 3 tr 3 813" .'.C'i•1.. '€Ls- 336'•_1 M;tximt srf Noel Sin': 3"f ?i W4 A.:Vh,.nr ):Caul- 't4A- Fi.£31Ci 3-07 6.00 psf Doors-Yes Sidelites-Yes Maximars Psnc l S eye '3`0** x.11'0" Anchor a veal /- Pvtrtt-.z£ 3163 -03 National Accreditation & Management Institute} Luis. /4794 George Washington Memorial Ilighwayfllaym N 23072 "I"cl: (004) 684->S1; 4/Fax: (804) 684 -5122 NA:MI: AUTHORIZED S1GNAT .'RE, SIDE - HINGED FIBERGLASS DOOR UNIT 6' -B" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS AD- IERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTFD. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. .3. WHEN INSTALLED IN THE WIND -BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NCN- IMPACT GLASS. 4. PCLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM 654. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN /MIN SMOKE DENSITY ASTM 02843 53.4% TENSILE SIRENGFH• ASTM 0638 3.2% DIFF 6. PLASTICS TESTING OF LITE FRAME MATER AL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN /MIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH' ASTM 0638 -7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 R UNIT DOUBLE COOR UNIT TABLE OF CONTENTS SHEET if DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH S10ELJTE MAX. FRAME HEIGHT 81.875" 21" MAX D.L.O. - 149" MAX. OVERALL FRAME WIDTH 36.3/5" MAX. PANEL WIDTH ---I W /ASTRAGAL 37.5" MAX. r- FRAME WIDTH SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W /SIDELITES SINGLE DOOR UNIT 'N /SIDELITES PANEL HEIGHT 78.250" Acktnetta to NAM1 Ceiti atixl Na.: P G ,. 7 n4, _ • Reviewed 3y Date Revi DOUBLE DOOR UNIT W /SIDELITES High Dam Threshold Design 1 -2I -11 ef KURT SALTHAZOR FLORIDA P.E. #56533 66 - O O� O ct O cc Lit QU LC) Ln (i) U cc O U S2 EV, art K m a rn s 111 } m I- d 0 o_ 2 0 z J w Er U w U U U_) Z_ � 2 CD a 0 0 w 0 4 0 CO 0 r 0 O U CO 0 z RFViCIONIC DATE: 1/5/0 7 sCA -E: N.7. S. 01NC. BY SWS CHI. BY: DRAJING NO.: DWG- MA- FL0162 -07 s3@Er 1 OF 3 DESIGN PRESSURE RATINGt W-IERE WATER INFILTRATICN PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN - INSWNG pd OUTSWI INSWING OUTSWING OUTSWING• - 37.5" -4W2.0 -52. .. _ -55.0 - 9.0 -19.0 +40.0 -40.I +55.0 -5 XX ' " `52.0 -52.0 +55..- '=":�- 119.0 -19.0 +40.0 -40.0 .: - -55.0 OX or X0 75" +520 / -52.0 +55.0 -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 0X0 112.5" +52.0 / -52.0 +55.0 -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 OXXO 149" +52.0 / -52.0 +55.0 -55.0 +19.0 / -19.0 +40.0 / -40.0 +55.0 / -55.0 High Dam Threshold Design 1 -2I -11 ef KURT SALTHAZOR FLORIDA P.E. #56533 66 - O O� O ct O cc Lit QU LC) Ln (i) U cc O U S2 EV, art K m a rn s 111 } m I- d 0 o_ 2 0 z J w Er U w U U U_) Z_ � 2 CD a 0 0 w 0 4 0 CO 0 r 0 O U CO 0 z RFViCIONIC DATE: 1/5/0 7 sCA -E: N.7. S. 01NC. BY SWS CHI. BY: DRAJING NO.: DWG- MA- FL0162 -07 s3@Er 1 OF 3 SEE DETAIL "C" — SEE DETAIL 1— 3 "'E" r r -- .' r r I-- 6" 6" --I _ -- 6" —I - - 6" — 0A-- — O — —6" 3 "- 6" 6° — ! I ! I- I �1 I � r 3" - SEE DETAIL SEE DETAIL "C" CO 8 x 2 -1/2" #8 x 2 -1/2" #8 x 2 -1/2" #10 x 5/8" #10 x 3/4" #10 x 5/8" • • #10 x 3/4" #10 x 2' DETAIL "C" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 0.124' ANNEALED 0.060" SAFEX IIIG 0.124' ANNEALED ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH ° THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL 0 CD^ 0 0 1,.1 4400 z c X 1 -1/2" PHS O 0.962.1 DOW 832 OR EOUA, OUTSWING THRESHOLD 1.75" 1.047" HIGH DAM 0/S THRESHOLD EMERIOR '/ r INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832-- Pw,. GR EQUAL ". E% MO • INTERIOR TYPICAL GLAZING DETAIL NON— IMPACT GLASS 1/5/07 WALE) N.T.S. DWG. 8Y: SWS CHK B": DRAWING NO DWG-MA -F10162-07 SHEET 2 Cr 3 SEE DETAIL "C" SHT. 2 I• SEE DETAIL 6" — "E" SHT. 2 3 0 L:J a SEE DETAIL D. SHT. 2 G7 u U O ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT = ASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DFSIGN VALUES COME FROM ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM E MBEDMENT OF 1 -1/4 ". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. M NIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1.50° MIN 3° 3" —3 I I ■.. I I -6" I I 6 °__I 1 0 I II� 1 1 1 3" -1 - 3 "6 6° — HARDWARE SCHEDULE k- 3-1 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED Al 5 -1/2" CENIERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" MIN TYPICAL MASONRY ANCHOR INSTALLATION Ado rtu 1 to NAM Cetfle2ti No.: PJ, 0 _ u, 0; RerieaedBy. Date Revlewei ri 12 l e J U 0 w V1 m } SV C0 W 1- U Qo Z c 2 DATE 1/5/07 SCM.E N.T.S. DoYG. BY SWS HK BY: DRAWING NO.: DWG-MA-F1.0162-07 SHEET 3 OF 3 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 - 945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO1 20-05 DWG-MA-FLO1 32-05 DWG-MA-FLO1 22-05 DWG-MA-FLO1 34-05 DWG-MA-FLO1 24-05 DWG- MA- FLO140 -05 DWG-MA-FLO1 26-05 DWG- MA- FL0142 -05 DWG-MA-FLO1 28-05 DWG- MA- FL0143 -05 DWG-MA-FLO1 30-05 DWG- MA- FL0146-06 DWG- MA- FL0147 -06 DWG-MA-FLO151 -06 DWG- MA- FL0153-06 DWG- MA- FL0155 -06 DWG-MA-FLO1 56-06 DWG- MA- FL0160-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw Side member: Douglas Fir -Larch Side member thickness: tar 1.000 in Side member dowel bearing strength: Fa _ Minimum required penetration: Duration Factor: Co = Allowable Design Value: Z'= 4,650 psi 1.330 in 1.6 171 Ibs /anchor DWG-MA-FLO1 62-07 DWG-MA-FLO1 68-07 DWG-MA-FLO1 70-07 DWG-MA-FLO1 72-07 DWG-MA-FLO1 74-07 DWG-MA-FLO1 75-07 (NOS 2005, 11.3) Main member: Spruce- Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F. = 3,350 psi Screw bending yield strength: Frb = 80,000 psi Tabulated lateral design value: Z= 107.0 Ibs Mode IV Fastener type: Substrate: Minimum embedment: Minimum edge distance: Tabulated shear design value: Z = Minimum edge distance: Tabulated shear design value: Z = Actual edge distance: Design value per interpolation: Z = Allowable Design Value: Z'= 3/16" ITW Tapcon Hollow block 1.25 in 1.13 in 112 Ibs 2.63 in 197 Ibs 2.50 in 189 Ibs 189 Ibs /anchor N.O.A. 07- 1126.10 Minimum C to C spacing: Actual C To C spacing: C to C spacing factor: 2.25 in 3.00 in 1.00 Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Al / YI2 Al 72.75 1 of 4 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load abs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) �'Y Load abs) Al 2.3 138 N/A N/A 171 1 138 OK A2 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 N/A N/A 171 3 154 OK at N moo. °a 5 P' $ TAT OF :41.rzr. /11( "ZONAL t",,8,\N Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 - 945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 A2 Al- A2 1 Al 1 72.75 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK Double. Pressure against stops with saddle threshold: 36.38 36.38 t t t� 72.75 79.25 Design pressure: 60.0 psf Zone Area (ft2) Lund (Ibs) Ind. (in) Max. 0.C. (in) Anchor Result Cap. (Ibs) Q Load (Ibs) Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK A4 10.0 601 N/A N/A 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 \Al /\A4/\A4/\Al 1 1 / AO A5 ;'3 �-!/A2 Cap. (Ibs) A2---- Load (Ibs) AXi 1 A4 / Al s,A4\/A4\/Al N/A \ 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 fi fi t t \Al / 1 1 \At Max. O.C. (in) A\/A3��l�YA2 Result Cap. (Ibs) �Y Load (Ibs) AXi 1 A4 1 A3 N/A / Al \ 1 1 / Al \ A2 147.75 Double with sidelites. Pressure against stops with saddle threshold: 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) �Y Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK Ag 7.7 463 N/A N/A 171 3 154 OK Design pressure: 60.0 psf Zone Area (ft2) Load n bs ) Ind. I (n) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A N/A 171 4 134 OK A4 10.0 601 N/A N/A 171 4 150 OK 37.50 36.38 36.38 37.50 t ¶ t t fi \Y ^� Aei A6 A2-- - A A4 1 A7 /Al\ 1 ^Y A3 - - 1 A4 1 ^Y/ - -I A2 /\ /Al\ Ind. (in) 147.75 2 of 4 79.25 Design pressure: 60.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) QtY Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A4 7.7 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK aew 0 +' a Luis R. Lomas P.E. ®. +4" w `e.` , FL No.: 62514 13R0 o `���`� 1/7/2010 3 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336- 945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anchor Locations: Double door with sidelites m 1 1 1 2 gj ^ a rn — 3 - 1- ai m m cd m a (4 _...11 M 2 N Of �o Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. • Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 336 - 945 -9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anchor Locations: 6.00 TYP. 6.00 79 25 1 Double door 36.38 1345 MAX. O.C. 6.00 6.00 TYP. 3.00 TYP. 18.19 TYP. 36.38 I I- Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. .a� @°'haa"' " 4 414:> *: TAT (° 0R sew �7 Z\\ Luis R. Lomas P.E. FL No.: 62514 1/7/2010 Florida Building Code Online oD:i_1?.!'s? r.Ckity; ti hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w... k. Yova:L: U I d:�i, S t vtt7.ii��tteC t �� ithak Login User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Application Detail FL # FL13346 -R1 • (✓, Code Version Application Type Editorial Change 2007 ^ `/ Application Status Approved Comments 111 r-N1 Product Manufacturer ODUWestem Reflections Address /Phone/Errmil 215 East Roosevelt Avenue Zeeland, MI 49464 (616) 748 -5437 jimallardyce@odl.com Authorized Signature Vivian Wright rickw @rwbldgconsultants.com Technical Representative Jim Allardyce Address/Phone/Email 215 East Roosevelt Avenue Zeeland, MI 49464 (616) 748 -5437 jimallardyce@odl.com Quality Assurance Representative Chuck Pergler Address/Phone/Email ODL, Inc. 215 East Roosevelt Drive Zeeland, MI 49464 (616) 748-5401 chuck.pergler@odl.com Category Exterior Doors Subcategory Exterior Door Components Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2011 Validated By Ryan J. King, P.E. „'• Validation Checklist - Hardcopy Received 1 of 3 09/09/2011 03:05 PM Florida Building Code Online http : / /www.floridabuilding.org /pr /pr app_dtl.aspx?param=w... Certificate of Independence FL13346 R1 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard a' ASTM E1300 2002 ASTM E1300 2004 ASTM E1886/E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/07/2010 10/18/2010 10/25/2010 12/07/2010 FL # Model, Number or Name Description 13346.1 a. "Impact Resistant" Severe Impact Light Kit Assembly for Glazing Up To a 3'0 x 8'0 Door Weather® Doorglass Panel Limits of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure. .,- r Other: - -" ST 13346.1 ad •' onal use limitations, installation Installation Instructions No FL13346 R1 II INST 13346.1.pdf HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes ...0 Evaluation Reports for D =�- '_NPressure Ratings ; •- 13346 R1 AE Eval .1. f in' ctions any .i : •uct C • ad by Indepe ent Third Party: Yes 13346.2 J is of Use Approved for use in HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: +65.0/ Other: See INST 13346.2 additional use limitations, particulars. (Note - ASTM \ HVHZ) b. "Impact Resist- " Severe Impact act Lit) it Assembly for Glazing Up To Weather® Doo a . Panel 3'0 x 8'r' Door 1 Installation Instructions Yes FL13346 R1 II INST 13346.2.pdf HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes -66.0 Evaluation Reports for Design Pressure Ratings, any FL13346 R1 AE EVAL 13346.2.pdf installation instructions and product Created by Independent Third Party: Yes E1300-02 utilized for areas inside the 2 of 3 09/09/2011 03:05 PM Florida Building Code Online hup://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=w...1 Department of Community Minks Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487 -1824, Fax (850) 414.8436 O 2000-2010 The State of Florida. All rights reserved. Privac Statement I Copyright Statement I Accessibility Statement I Pluq -in Software I Customer Service Survey I Contact Us Product Approval Accepts: 3 of 3 09/09/2011 03:05 PM 215 EAST ROOSEVELT AVE. ZEELAND, MI 49464 ODL / WESTERN REFLECTIONS "Impact Resistant" Severe Weather®Doorglass ASSEMBLY FOR GLAZING UP TO A 3'0 x 8'0 SINGLE PANEL GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the High Velocity Hurricane Zone (HVHZ). 2. When used in the "HVHZ thls product compies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 3. When used in areas outside the'HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. This product meets the water infiltration requirements for "HVHZ'. 5. This product is approved for use as a substitute doorglass assembly in conjunction wit h a glazed steel or fiberglass side hinged swing door and /or fixed sideite possessing a comparable current Florida Statewide product approval. 6. The design pressure (DP) rating shall be the lesser of the DP rating shown on sheet 1 of this approval or the DP rating shown in the glazed steel or fiberglass side hinged swing door or fixed sideite approval being used. 7. The door panel and lice opening size shall not exceed the sizes shown in thls approval or the glazed steel or fiberglass side hinged swing door or foxed sideite approval being used. 8. This product has been tested In the door and /or sldette panels as specified on sheets 3 & 4 of this approval. Substitution into a similar product may be approved for use by the local Authority Having Jurisdiction. In all cases, the glazed steel or fiberglass door and /or sldeite used must possess a comparable current Florida Statewide product approval. TABLE OF CONTENTS SHEErti DESCRIPTION 1 Typical elevations, design pressures and general notes 2 Cross sections, glazing details and bit of materials 3 Fiberglass door panels 4 Steel door panels LIGHT DETAIL TRADIT ONAL DESIGN PRESSURE RATING (PSF) I" Insulated 4Fgagnat_ • . �S +65.0 -65.0 1-1 /4° insulated laminated glass +65.0 -65.0 35.75" MAX PANEL WIDTH j� 20.50" MAX. D.L.O. WIDTH 35.75' MAX. FRAME WIDTH la SWING DOOR OR \ SIDEiJTE SYSTEM UNDER SEPARATE APPROVAL x 0 f 20.50° MAX. D.L.O. WIDTH SWING DOOR OR SIDEIJTE SYSTEM — UNDER SEPARATE APPROVAL 0 1 n 0 DAit 12/02/09 area c• N.T.S. Dino. sr: JK auc er: LFS DRONO N0.• FL- 13346.2 sHrfr 1 OF 4 R:\A- Praje is \Project Foiders\proj t501 - 1600 \PE 15201D. RWBC Drawings \ft -13346.dwg, 0 O 0 L it 24.22" MAX. FRAME WIDTH 20.50" MAX. D.LO. WIDTH oz0 2427 MAX. FRAME WIDTH 20.50" MAX. D.L.O. WIDTH X b Z ^O iu Ili1M O _a 1fir TEMPERED SPACE GLASS 1 -1/4" OVERALL GLASS THK. —1/8" ANNEALED GLASS \ 0.090" PVB INTERLAYER SAFLEX BY SOLUTIA 118' ANNEALED GLASS GLAZING DETAIL G2 Dust free Wad .72" MIN. GLASS BITE " OVERALL GLASS THK. 1 /8° ANNEALED GLASS 0.090" PVB INTERLAYER SAFLEX BY SOLUIIA Ur ANNEALED GLASS — AIR SPACE _ 1/8 "TEMPERED GLASS 0 GLAZING DETAIL BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL 1 EXTERIOR FRAME ALUM. 2 INTERIOR FRAME ALUM. 3 #7 -19 X 1 -3/4" PPH SELF DRIWNG SMS STEEL 6 DOOR OR SIDELITE PANEL - 7 DOW 995 STRUCTURAL SIUCONE SILICONE 8 NON STRUCTURAL SEALANT - 9 INSULATED GLASS SPACER ALUM 10 INTERIOR FRAME (BUND) ALUM HORIZONTAL CROSS SECTION 2 C2 11 VERTICAL CROSS SECTION d 0 U 0 a. ti m U) 0 0 z DAB 12/02/09 scam N.T.S. DWC. ar JK ortX. (it LFS MONO NO.: FL- 1334-6.2 steEr 2 OF 4 __z z 0 0 0 0 0 m m a 0 0 AT 35.75" E1,17 F— FIBERGLASS DOOR PANEL Plastpro 6' 8" 35.75° E FIBERGLASS DOOR PANEL Mostar() 8' o.r STILE (COMP.) STILE (COMP.) FIBERGLASS SKIN (1375" MIN.) 4,:x ta-i- \ ., . • \ - ' “1 -1- /-- STILE - T REINFORCEMENT (WOOD) NI= - TOP RAIL (COMP.} SECTION A-A FOAM CORE (POLYURETHANE) BOTTOM RAIL (COMP.) 1.75" SECTION B-B FIBERGLASS TOP RAIL SKIN (.09" MIN.) \ (COMP.) \‘: STILE REINFORCEMENT \(w000) STILE REINFORCEMENT NsrEs4 12 SECTION E-E k— o.14° FOAM CORE (POLYURETHANE) BOTTOM RAIL (COMP.) sEcripri -- TOP RAIL (COMP.) 1.75° SECTION D-D FIBERGLASS SKIN (.07" MIN. 6' 8") (.09" MIN. 8') -- PANEL REINFORCEMENT (16 go. STEEL) ■5. r— LOCK STILE (LVL) STILE (WOOD) 1" BRAD 4 - SECTION C-C 35D.75° — -• - 35.75' D I FOAM CORE 6, (POLYURETHANE) (1 — BOTTOM RAIL (COMP.) N— TOP RAIL STILE NWOOD) ■ (LVL) SECTION H-H FIBERGLASS SKIN (.075' MIN.) FOAM CORE (POLYURETHANE) BOTTOM RAIL (WOOD) cr —c I tra —c FIBERGLASS DOOR PANEL HBERGLASS DOOR PANEL Thermo Tru 8' Thermo Tru 6' 8" 1.6' SECTION G-G 35.75" GT 35.75" H H FIBERGLASS DOOR PANEL FIBERGLASS DOOR PANEL Masonite 6' 8" Masonite 8' ac co 11,7 DATE, 12/02/09 SPAM N.T.S. ova sr: j1( CHK. LFS DRAWING NO.: FL— 13.346.2 SHEET 3 OF 4 R:\A - Projects \Project Folders\proj 1501 - 1600 \PF 1520 \D. RWOC Drawings 1FL•13346.dwg, 4.2 35.75" A — 0. ;A r-- STEEL DOOR PANEL Taylor 8' STILE (LVL) FOAM CORE (POLYURETHANE) gz 35.75° SEC110N A-A B Ar — TOP RAIL SKIN (.02" MIN.) (WOOD) STEEL DOOR PANEL SECTION B-B Taylor 6. 8" 35.75' F I E F STEEL DOOR PANEL Masonite 6' 8" 1.75' FOAM CORE (POLYSTYRENE) BOTTOM RAIL (WOOD) SEC11ON F-F SECTION D-D - TOP RAIL \\,(WOOD) STILE (WOOD STEEL SKIN (.02" MIN.) FOAM CORE (POLYSTYRENE) BOTTOM RAIL (STEEL) cr r— 35.75" D I 1c -.a-- 35.75° 1c ASTEEL Doc* PANEL A STEEL 000R PANEL JELD-WEN 6' 8" / \ JELD-WEN ---- 1.75" FOAM CORE / (POLYURETHANE) SECTION BOTTOM RAIL (WOOD) 35.75' H G b —G 11 STEEL DoOR PANEL Masonite 8' Ca 0 0 Lj 0) 0 cc 3 0 z akra 12/02/09 =Am N.T.S. DWG. SY: JK CHK. 1:1Y: LFS DRAWN ND.. FL— 13346.2 SHEET 4 OF 4