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WS-11-1408Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164511 Scheduled Inspection Date: September 19, 2011 Inspector: Bruhn, Norman Owner: WOOLFOLK, VANDRA Job Address: 1230 NE 102 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC Permit Number: WS -8 -11 -1408 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132050250020 Phone: (561)333 -5042 Building Department Comments CHANGEOUT 1 DOOR NO SIZE CHANGE 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- 162794. no access September 16, 2011 For Inspections please call: (305)762-4949 Page 43 of 48 s - 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 2067 Permit No. WSII-14t16, Master Permit No. Permit Type: UIL_1 ROOFING u Owner's Name (Fee Simple Titleholder) lig ALGA D 1 1 k_ Phone # ° )91- r 63?) Owner's Address 12.3 0 ive % z 5i- City A J,; iwk,cryvtA, ,k0161._ State Tenant/Lessee Name Email Zip 33 f 3 g Phone # 305- - 7-91 La' 31 Job Address (where the work is being done) 1 Z 3 0 j6 /02 5* City Miami Shores Village County Miami -Dade FOLIO /PARCEL# ) J - 32oS- 02S-- 00Z 0 Zip Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Phone #(5-cot 33-3-9)t/2- Contractor's Address 134 Le) ( e) q c /U City 6 e_S State _ Zip 3 3 412.. Qualifier Name 756v y yle D � /S Phone # I c "3 3 - Sid v /� Z State Certificate or Registration No. C 022 E' 3/ Certificate of Competency No. Contact Phone /Yak.- - 6S E -mail I P Yir�vr -� dt Q 4r Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition EAlteration Describe Work: Square / Linear Footage Of Work: ❑New Ed /Repair/Replace ❑ Demolition *°\(-9 Submittal Fee $ Permit Fee $ *****:* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * ** OJ Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: * * * * * * * * * * * * ** CCF $ CO /CC $ Training/Education Fee $ Structural Review. $ Technology Fee $ Bond $ 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 not be approved and a reinspection fee will be charged. Signat�ir�'4 Owner orA3'.t The foregoing instrument was acknowledged before me this 91 day of all,t ,20 k.A , by \I tNj ( i who is personally known to me or who has produced n ) ` ,iti ®rtnyion and who did take an oath. NOTARY PUB �.• ..•,�y® ° • d Sign: Print: ,�� 49d /gyp: y • My Commission Exjiz/fi e/u 3'd ��`��\ �/ "111111I!111"\���` Signature Contractor The foregoing instrument was acknowledged before me this 2 day of ��` _ , 20 / t , by �F✓,n.° f ie s who is p is' own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOrdimp Xl A My Commission E ri Pad�eva non% Ples: 411)856u ' * ro?D 6¢4 * * * * * ** * * * * * * * * * * * * * * * * * * ** * * * *** * * *** * * *** * * ** * * * * * * * * * * * * * * * * * ** * ** * * * * * * * * * *** * , 3** * * *** APPROVED BY Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT Ycir SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 36" X 80" NO. OPENING WDTH S ai WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 I 36 4 20. 0 \ 4 44.4 j —48.3 FL14569.1 60.0 1 —60.0 LSMI REPLACE EXITIN NO CHANGE' TED WITH NEW FLORIDA BUILDING CODE APPROVED DOOR. N TO OPENINGS. ALL DOOR FRAs: TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURERS PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 10 FT 10 IN WOOLFOLK RESIDENCE 1230 N.E. 102ND STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof H DESIGN PRESSURES (P8F) - Zone 4 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -50.4 -49.2 +46.5 +45.2 -48.3 +44.4 7.6 +43.7 -47.1 +43.1 -46.6 +42.7 -46.2 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft -51.1 -49.8 +47.1 +45.9 +45.0 -48.3 +44.3 - 47.7 +43.7 - 47.3 +43.3 -46.8 +42.9 - 48.5 +42.5 -46.2 -46 +42.2 18 ft -52.4 -51.1 +48.3 +47.0 -50.2 +46.1 -49.5 +45.4 •48.9 +44.8 - 48.4 +44.3 - 48.0 +43.9 - 47.7 +43.6 -47.3 +432 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 - 49.5 +45.3 - 49.1 +44.9 - 48.7 +44.5 -48.4 +442 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 -54.3 +51.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.8 -51.5 +47.1 -51.0 +48.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 -55.2 +522 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 - 58.1 +53.0 +51.6 -55.1 +50.6 -54.3 +49.8 -53.7 +492 -53.2 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft -58.3 -56.9 +53.8 +52.3 - 55.9 +51.3 -55.1 +50.8 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 +54.5 +53.1 - 58.7 +52.0 -55.9 +51.3 -552 +50.8 -54.7 +50.1 -542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 -58.4 +552 +53.7 -57.4 +52.7 -58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 -56.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 -56.7 +51.9 -562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 -60.5 +57.1 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 - 61.1 +57.7 +562 -60.0 +55.1 -59.2 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 - 61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 -62.3 +58.8 +57.3 -61.2 +56.2 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 52.8 +59.4 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 -63.4 +59.9 +58.3 - 822 +572 -81.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +516 52 ft -65.5 -63.9 +60.4 +58.8 -62.8 +57.8 -61.9 +56.8 -612 +56.1 -60.6 +55.4 -60.0 +54.9 9.6 -59.6 +54.5 -592 -59 +54.0 54 ft -68.0 -84.4 +60.8 +592 -63.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 - 60.5 +55.4 50.1 +54.9 -59.6 +54.5 ft 56.5 -64.9 +61.3 +59.7 - 63.7 +58.5 - 62.9 +57.7 -62.1 +56.9 -81.5 +56.3 -81.0 +55.8 -80.5 +55.3 -80.1 +54.9 60 ft -67.5 - 65.8 +62.2 +60.6 -64.7 +59.4 - 83.8 +58.5 -63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +58.1 -61.0 +55.7 EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PS F) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -622 -59.8 -58.0 -58.7 -55.6 -54.6 -53.8 -53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -532 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 +48.3 -62.1 +47.0 -60.3 +46.1 -58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +432 20 ft -66.1 -63.5 - 81.6 -60.2 -59.0 -58.1 -572 -56.4 -55.8 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 22 ft -67.4 +50.4 - 64.8 +49.0 - 62.9 +48.1 -61.4 +47.4 -602 +46.8 -59.2 +46.3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 +49.9 -64.1 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 , -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 26 ft - 69.8 +522 -67.1 +50.8 - 65.1 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +47.9 -60.4 +47.5 -59.8 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 +51.6 -66.2 +50.6 - 84.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 +52.3 - 67.1 +51.3 - 65.6 +50.6 -64.3 +49.9 532 +49.4 -62.3 +48.9 -61.5 +48.5 -80.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 - 66.5 +51.3 - 65.2 +50.6 - 64.1 +50.1 -63.1 +49.6 -62.3 +492 -61.6 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 - 68.9 +52.7 -67.3 +51.9 - 66.0 +51.3 - 64.9 +50.7 - 64.0 +50.2 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 - 68.1 +52.5 - 68.8 +51.9 -65.7 +51.3 - 64.7 +50.8 -83.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.6 +54.0 - 68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -65.5 +51.4 - 64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 - 67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 - 692 +54.0 - 68.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft -79.5 +59.4 -76.3 +57.8 -74.1 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.6 +572 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 - 69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 +56.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 58.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7 CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE- SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I -1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® I-� ELEVATION WALL ZONE FIGURES m z cn 0 8 3 R'c REMARKS INR ISSUE DRWN CL CHKD FLB DATE 04/19/06 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. '° ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS IC ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89886 Fio.da Building Code Online eIof2 BCIS Home Log In User Registration j Hot Topics f Submit Surcharge , Stets & Faces ; Publications ' FBC Staff BCIS Site Map a Links ; Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14569 Application Type New Code Version 2007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. Comments Archived Product Manufacturer JELD -WEN Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Authorized Signature Janet Gerard fbc @jeld- wen.com Technical Representative Steve Saffeil Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http :/ /www.floridabuiiding.org/pr /pr app dti.aspx?pararn= wGEVXQwtDquxTVBjriRcYg %2fDEHW1X... 6/27/2011 Flo>$ida l uikiing Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 05/02/2011 06/13/2011 06/23/2011 Page 2 of 2 mmary of Products FL 14569.1 iModel, Number or Name Steel, Wood Edge Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer instructions as stated on drawing 3W050903 Description 6' -O" x 6' -8" , Full Ute, Single or Double Door, Outswing - LMI Certification Agency Certificate FL14569 RO C CAC NI006255 -R4 PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions FL14569 RO II 3W0509 -03 SWE 6068 OS.pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 RO AE 080206O1.odf FL14569 RO AE PER 1398 6- 13- 11.odf Created by Independent Third Party: Yes ear* Next Department of Community Affairs 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. All rights reserved. Statement 1 Coovfaht statement I Accessibility Statement I Plus -in Software 1 Customer Service Survey I Contact Us Product Approval Accepts: http://www.floridabuilding.org/pr/prapp_dthaspx?parain=wGEVXQw 6/27/2011 f JELTVEN® Steel WOOD EDGE IMPACT GLAZED StttL DOOR 6.8 OUTSW LNG SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODLe INC. AND ENDURA PRODUCTS INC. l GENERAL NOTES 1. THISPR0DUOrtS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BWLD34G CODE (FBC)BASE a4 THE SIGNEDAwoSEALED DATE:,NT I:WG HVHZ AND HAS BEEREVALUATED AY ACCORDANCE WITH THE FOO LOWWG: T.48201-94 AMU E3211.02 AS1ME18 TAS202.94 A31MES31 -00 AS7MEI999-06 TAS20384 ASTME2B3.91 E WOOD BU S flY OTHERS, NWT 8E ANCHORED PROPERLY TO TRANSFER LOADS TO: THE STRUCTU E 3. PRODUCT ANCdfORSSHALLaEAS LISTED AADSPAC C-DASSHOWN ON DETAt8 ANCHOR EMBEDMENT TOBABE MATER /AL SHALL 82BEYOND WALL ORESSNO onSTucCO 4. DESIGNED PRESSURE RATING SEE TABLE L PAGE t. S THIS PRODUCT WETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE(HVH21 PRODUCT DOES NOT REOntE SHUTTERS RESIDENmAL INSULATED STEEL DOOR (Common to at harm Conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) thickness Galvanized steel A -525 commercial quality AKDO per ASTTAI820 with average rainimgat yield strength Fy(ave)e30627psi. Cane Desk= &pw 4ed polystyrene with 1.0t 125lbs sib: byJeld -Wen Inc. Panel Cnstructar: The active and Inactive parcels area:Instructed from 24 GA (0.021" min) galvanized steel The face sheets at top and bottom are bent S0" over the tep and batten rails. The top rai(measures 1.0'tdgh x1.681? wile. The steel button, rail measures 12t' high x 1.688' wide. The sides of the face sheets are rod tamed into the latch and tinge stiles which measure 1.00' high 2 1.888' wide The intaria cavity Geed 4421r expanded pc yslyrare. The lace streets me glued lathe expended p lystyrene. The parcels are art cut fa the heap O0L Aluminum ALLEN barn Units emplaced with tempered andlamMatedknead 1.1G. On double doer a tarsgreInactivedooristi ttedwithanWindedakaainun starve oI6063.T5alloy, manufactured by Esaioa Frahm C nrodan: The frames are cansuuted of &rgerjoktted pine jambs measudng4.9116'x 1.114 ". The head iambs are mortised and but joined to the side jambs, acrd attached wrdh three (3) 16GA 7716. mien xr lad staples on each side. The threstthold is attached to the side jambs with three (3) 16GA 7/16 crown x2' long staples on each side. Glazing: OAL insulated lite is !' overall thickness, palsicing of one (1) pane of 0.125' tempered glass; 0.5' ah space; two (2) panes of 0.125' annealed with .0917 PVB i tedayerby Solota Alt ttes am sandwiched glazed into the panels. Digitally signed byAlex Spyrou Reason: I am approving this document Date: 2011.06.061 9:57:32 - 04'00' 74" MAX. OVERALL FRAME WIDTH REF ASTRAGAL BOLT ITEM # 12 DOABLE o rsirixr UNIT (11) SCALE:• 1/2" =1 —0" ALL DOOR MODELS ARE WEWED FROM 7HE- EXTERIOR Chu' TABLE I DESIGN PRESSURERATTNG l� PROTECTION INFILTRA N QUIRREED APPROVED FOR USE WHERE POSITIVE +60.0 NEGATIVE .60.0 PSF SHEET# TABLE OF CONTENTS DESCRIPTION 2 3 4 6 TYPICAL ELEVATIONS VERTICAL CROSS SECTION & B01 OF MATERIAL HORIZONTAL CROSS SECTIONS OPTIONAL 'IX BUCK IN MASONRY/CONCRETE CROSS SECT1ONS ANOHOAttia LOCATKXV.4 COMPONENT OETAIS UNIT COMPONENTS NOTES: 1 — ALL VIEWS FROM EXTERIOR. 2 — FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. 3 — FOR .4 ANCHOR IN 1X BUCK OPTION IN ETE. SEE SHEET 4 FOR DETAILS. �y `C .. No ar. !� TA 7E OF .740` 4' ".. O R � $ • $la %S. rrrrnuu /1 ALrOOSPVi CEMWORKS,LIA. 127W.WORMOCISAVE.5113.438 WRITER PARKA. 0 f eC&iLOFAl TFIMa2 L4 ale 2/5/08 SCAM- NOTED ewe. eT: EAG 04[ erS. SAFFELL JW0509 -03 SHEET 1 or 7 �-- 1' MIN. 1 1/2' MIN. EMB. SEE DETAIL A SHT. 7 6aililgta: KIMI•11•111r55>_ Fcuitlattm:,itmtimmi.oiml3•11111 3il3a «.1a pts4,,E/1f:d:L3a:'tlli�C . ,i: a,�. a/ E7�ii1• SEE DETAIL A SHT. 7 x 3 PHILLIPS FIAIEHEAD WOOD SCREW STEEP. &,ui• r' ri? % iLL111111 ASTRAGAL BOLT STRIKE PLATE Lr* TED ON HEAD JAHR 16 GP. oir CROWN x r LONG STAPLES KWIKSET LOCK SERIES 400 KWIKSET OEADBOLT SERIES 780. ENDURA ULTIMATE HURRICANE ASTRAGAL DOLT Efar"■71.5711rm'alraill:M, ,'1.77-1 • lL��a' L riVi ar r?C -73 GALVAM ar as 2ta2 t♦ VIPANDED POUSDNEtE TA TO 12566 !ROY 8Y : ITW :z;i ra � © 1 BACON WITH 1.25 :o . r . .11111/ OPTIONAL Ix W000 BUCK WOOD NOTES: Q FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS 5 & #34). SEE SHEET 5. Q FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE SHEET 4 FOR DETAILS. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. 1° MIN. E, VERTICAL CROSS SECTION TYP. 2 WOOD FRAME INSTALLATION SCALB9 6" ..f 0 VERTICAL CROSS SECTION TYP. CONCRETE INSTALLATION SCALE 6" Dare 2/5/08 SAS NOTED rox 8Y E4G as er:S. SAFFELL bra. JW0509 -03 Ef 1 1/2- 1/4" MAX Tr 0 iv/0- rAtitr 1 p, EP EP SEE DETAIL A SHEET 7 o o O 1 1/4 SEE DETAIL G SHT. 6 O SEE DETAIL A 1/4- MAX. SOH -1 1 1/2- M�. 0 o' �¢ Mii fi��llle� IAYX ,a1,r�r HORIZONTAL CUSS S�GT!ON PPP. MOD INSTAZLATION (SCAM. //4- MAX. I— SHIM 0 O i t;�"NTAL CROSS' SECTION TIP. MOD INSTALLATION (SCALE: c SEE DETAIL A SHEET 7 SEE DETAIL G SHT. 6 HORIZONTAL CROSS SALTICN TIP. COWER= INSTALLATION (SCALE` 6° mr` -a °J 1/4- MAX. SHIM 1 1/4• MIN. EMS SEE. DETAIL A SHEET 7 O�,i6 lrF� ybr rF 11141 1�.;. / 1111.111 p O© @ Q Qua HORIZONTAL CROSS SF,LRN N 7YP. O { CONCR87`Z INSTALLATION (SCALD 6• i -D-i E ASTRAGAL coSS SALT(ON TIP 3 (SCAU. 6"' ar'-O f NOTES: (TOTAL O AS'TAGAL FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS). p LATCH AND OFAO&X.Y 5118E RAISE MOUM TO As1TA 4L WITH ADNSTA&E NUT PLATES. BOTH PIAJES RE01JI E Jr x r amps RAT HFA0 WOOD SCREWS. Zr BUCK TD SUBSTRATE FASf8tl is AMY URUZE OPfl0tb4. 3/16' mg BULAEX TAPCCOL �APO3N5. MASONRY AND WOOD SCREW ANCHOR SPACING (REMS IS t 134). SEE 00484L ANCHOR a tX 18f01 OPOON IN NASOIOW/CONOTETE. SEE SHEET 4 FOR {A {{ /ItUttl ©OPncH LL . AtH GAO AS LONG =nom OR JAW tammuM E11BEDmEte ti ti`iG h`JF.•. =+Y: . +i 40881868908 R.OW0A P.0410.0101 WW. A x.419 WOOER PARK 11. was 1111/111110.01AUCK NO.100 m I 6w 0 Y 0 m o 4 tV go0 04 m 43 =r vv ALL W Y 681 2/5/08 scam AS NOTED DWG. 6Y: EAG otx. sy-S. SAFFELC MING NO.: JW0509 -03 1 1/4' 1' MIN. 1' MIN. 1° MIN. 1' MINA SITE DETAIL A SHEET 7 SEE DETAIL A SHT. 7 HORIZONTAL CROSS SECTION TI`P. oemirtm UNIT IX BOLE' OPTION IN MASONRY/CONCRETE (SCALE: SEE DETAIL A SHEET 7 SEE DETAIL SHT. 6 1 1/4' MIN. EMS. P 1•� Z 2tq Pt O? YW St 0 XZ •-0 1' MN. HORIZONTAL CROSS SECTION TYI? OPERATING UNIT IX NICK OPTION IN MASONRY/CONCRETE RIGHT HINGE SHOWN LEFT HINGE OPPOSITE sower (scA1.E°. 1° SEE OEML A -_ ANCHOR GAN 1N1tTt1jY SECOOT OF HEAD OR JAMB AS LONG AS WNW/ EIMIEDMENZ. NWWES: ID FOR TATON MASONRY Arm 6000 SCREW ANCHOR SPACING (OEMS 15 & 1.14), SEE SHEET 7 VERTICAL CROSS SECTION TIP.. OPERATING UNIT I% BOOR OPTION IN MASONRY NCRBTE (SCAM' 6- ==r-12') 11/4. MAX. SHIM 1 1/2 MIN. EMS. s;.1dcliosF'G No 0 • owe 2/5/08 scILA$ NOTED FAG CONCRETE,/ MASONRY OTHHEER'S OPTIONAL MASONRY/CONCRETE INSTALL CROSS SECTION OF HEAD OR JAMB AMOS BPYfl u FIORIDAP.E.FA WO1 OWtn SAVE.C. t2i W.EIMO* MO3AMMO.OW WOOER PARK, Fl. 128 RIPE cmi.OFAMFA NW rS. SAFFELL 00 SON.: JW0509 -03 SEEV 4 or 7 SEE DETAIL B SHEET 5 SEE DETAIL A 12 1/2° 1Y1). g °—{ 37 1/2° ALL DOOR MODELS ANCBORIAV LOCATIONS OI/TSU!NC SINGLE UNIT (X) SCALE: 1/2" =1'-0" DETAIL A SCALE- 3" =4' -0' DETAIL B SCALE': 3" =1. -0" ANCNORING WINO UNIT (XN,S DOUBLE r SCALE: f /2• = •_O ylS �SPY���'i AIAX196PVBOu MOM%PF. !MOM Qhta44KN W, sAl1G 17'A . FAIRBANKSAVE.876. S MUM PARK, Fl. I19789 PAPB CARL OF AMA. M MAMA) sou, AS NOTED aa. err: EAG 0 *IFS. SAtFFEILL MOM N JW0509 -03 scar 5 OF 7 DETAIL A -BINGE /iOLINTING DETAIL SCALE- 3" DRILL 3/8° ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL RETAINER STRIKE PLATS FOR SILL SCALE 3" ANCHOR @ EXTERIOR SIDE INTEMOR GRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1 -3/8" DEEP DETAIL B TKROWBOLT STRIKE PLATE MQR READ SCALE: 3' =1' -0" DETAIL C STRIKE PLATES TO JAMBS SCALE. 3 /8' =r' -0" DETAIL D STRIKE PLATES TO ASTRAGAL SCALE:' 3/B° ASR - AW- FTEN SPACING E O PPR WS SCALE': NTS AE0S8P1000 0400004 PEJ :EEE01 0300000,110 V W. PaiRL0409 .AME.00,05 WNPEE PARK, FL ST O PB PE CfiAT. Of AOMK N0. 484A' wat 2 /s /08 smE:AS NOTED alc. er: EAG auc anS. SAFFELL MAIM xa: JW0508 -03 9{EF.T OF EWOOD IAMB PINGER/O1NTED PINE SCALE: 6" =f' -O" 4 9/16" r- 2 3/16" --1 1/16" (ylirt) 2 1/2" --- HINGE 4z4z12 GA. SCALE 6" =1' -O" F-1° --� 9/16" COMPRESSION WEATHERSTRIP WING THRESHOLD (ENLKIRA) QDS -850 SCALE: 6" =r' -O" l-- 31/8 " —«1 11/16 "'/7 TRAG AL STRIKE PL A of 7 NDURA Au1KCASTRACO 6" ALE: 0 s LA CK - WOOD O» 1 3/16` I J 18" ra ASTRAGAL BOLT 0MAT.- C/R STEEL ROD 12 INC & YELLOW CHROMATE SCALB:. 6" =r' -0" 3/16" C -SINK. OTE 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PPM WOOD SCREW WHEN INSTAWNG INTO MUWONS. > . / 3 -USE 3/16" 11W TAPCQN ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTAUING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. „DETAIL A - COUNTERSINK DETAIL, SCALE: r /f" --It 11/16» TOP RAIL (LVL HINGE STILE LVL) LATCH STILE LVL SCALE. 6 =1' -0" 2 1/2" SCALE: 6" =f' -O" `<0 11 11/16" 5/16" 1 ASTRAGAL SILL name PLATE (y ASTRAGAL 6" =r' -O" SCALE. 6" = --i h"- rr ODL ALLEN FRAME ALUMINUM 6065 T5 SCALE' 6" =1' -0" ROOM N.ECOSPYROV CERN/MO.4M 127 a. PAIRMOSAYR MCC MIER RM. FL NM ALAS NOTED a� er E0G aac er.S. SAFFELL JW0509 -03 CertWorks ...it works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info@certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74" x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6 /6/2011 Contents: Evaluation Report Pages 1— 4 Installation Details Pages 5 & 6 �t�. %$ltlrtji�rr �, s Ey,1S•.SPYRf',i, •cE+vs• ©�, No 0 *• r t 1.1531, . TATE OF 1"1111111A1 to"' Digitally signed by Alex Spyrou Reason: I am approving this document F, w Date: 2011.06.13 15:37:29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 CertWorks ...ft works FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer. Jeld -Wen Inc. Product Category: Exterior Door Assembly Product Sub- Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeid -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does 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. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL. # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 Cert /orkS ... It works FBPE Certificate of Authorization No. 28520 FL #:FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL -210- 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 CertWorksi ... it works F8PE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" Into concrete or masonry. C. For concrete or masonry substrate where wood bucking Is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 CertWorks lt works WE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255 -R4 DATE: 10/14/2005 CERTIFICATION PROGRAM: Structural COMPANY: JELD -WEN CODE: J-104-3 REVISION DATE: 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAM[Certification.com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD-WEN's "Steel Wood - Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG- 0.125" Ternptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass . Frame: W- 612" Panel: W- 3'1" DLO: W- 1'10" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +60/ -60 psf Large Missile Impact Rated Product Tested By: National Certified testing Laboratones Report No: NCTL - 210 - 3195 -1 ( Structural / Impact)/ NCTL- SJW2011 -070 Expiration Date: September 30, 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Solutia Inc. 730 Worcester Street Springfield, MA 01151 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 C..nde including the Hie Velncity Hnrrikane 7.nnP IDESCRIPTION: Saflex HP Glass Interlayer. I APPROVAL DOCUMENT: Drawing No. 1005B, titled "Saflex HP Interlayer for Laminated Glass ", sheet 1 of 1, dated 02/28/00, with revision 2 dated 03/24/03, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by W. W. Schaefer, 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. I MISSILE IMPACT RATING: None I LABELING: Glass lites laminated under this Product Approval shall be permanently marked in a corner of the glass with: a) Saflex HP, b) Glass standard specifications, c) Laminator identification mark and d) MDCA, standing for Miami Dade County Approved. 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 # 03- 0421.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above, The submitted documentation was reviewed by Carlos M. Utrera, P.E. 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.goc/buildingcode IAMIOADE:C • APPROVED NOA No. 08- 0206.01 Expiration Date: April 14, 2013 Approval Date: April 17, 2008 Page 1 Solutia Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 1005B, titled "Saflex HP Interlayer for Laminated Glass ", sheet 1 of 1, dated 02/28/00, with revision 2 dated 03/24/03, prepared by W.W. Schaefer Engineering & Consulting, P.A., signed and sealed by W. W. Schaefer, P.E. "Evidence Submitted under NOA # 03- 0421.01" B. TESTS Report No. 1. Omega 15542- 109493 2. Omega 15542- 109763 3. HTL 0003- 0913 -01 4. ETC 01- 726 - 10071.0 5. ETC 01- 726 - 11204.0 6. ETC 01- 726 - 11204.0 7. ETC 01- 726 - 11204.0 Test ASTM E 84 ASTM E 84 PA 201 & 203 ASTM C 158 ASTM D 1929 ASTM D 635 ASTM D 2843 Date 09/12/01 10/30/01 09/12/02 10/15/01 09/24/01 09/24/01 09/24/01 "Evidence Submitted under NOA # 03-0421.01" C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. Signature J.W. Dougherty, P.E. J.W. Dougherty, P.E. V. J. Abraham, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. J. L. Doldan, P.E. F. STATEMENTS 1. Code compliance letter issued by W. W. Schaefer Engineering & Consulting, PA on 02/28/00, signed and sealed by W. W. Schaefer, P.E. 2. No financial interest letter issued by W. W. Schaefer Engineering & Consulting, PA on 02/28/00, signed and sealed by W. W. Schaefer, P.E. 3. Letter listing authorized laminator issued by Solutia Inc. on 01 /01 /00, signed by J. C. Schimmelpenningh. "Evidence Submitted under NOA # 03-0421.01" 4. No change of product and code conformance letter issued by W. W. Schaefer Engineering & Consulting, P.A, dated 10/29/07, signed and sealed by W. W. Schaefer, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0421.01, issued to Solutia Inc., approved on 05/22/03 and expiring on 04/14/08. E -1 1erarios M. Ut , P.E. Product Control Examiner NOA No. 08- 0206.01 Expiration Date: April 14, 2013 Approval Date: April 17, 2008 • ABA SECTIDNS SAFLEX® HP' PRODUCT DESCRIPTION MANUFACTURED BY: SOLUTIA, INC. DESCRIPTION: SAFLEX® HP IS A POLYVINYL BUTRYAL INTERLAYER MATERIAL FOR LAMINATION WITH GLASS ON BOTH SIDES. A TYPICAL GLAZING IS MADE OF THE FALLOWING COMPONENTS (MINIMUM THICKNESS INDICATED): A - 2.3 rim (3/32 in.) ANNEALED GLASS B - 1.27 mm (0.05 in,) SAFLEX® HP (DM) INTERLAYER EXTRUDED SHEET A -.2.3 nn (3/32 in.) ANNEALED GLASS N+ LAMINATED GLASS WITH SOLUTIA INTERLAYER - (2) SPECIMEN SOLUTIA INTERLAYER ONLY (3) SOLUTIA INTERLAYERS BY THEMSELVES DO NOT COMPLY WITH SOUTH FLORIDA BUILDING CODE. (4) WEATHERING PER SECTION 2605,2 OF THE FLORIDA BUILDING CODE. - (BEFORE MR = 5319 psi) AFTER MR = 5490 psi FOR SAFLEX® HP (DM)) ' ® SAFLEX IS A REGISTERED TRADEMARK OF SOLUTIA, INC. - THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR AN NOA TO THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEMS USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE F.B.C. A LIST OF AUTHORIZED LAMINATORS SHALL BE FILED WITH DADE COUNTY BY SOLUTIA, INC. 2 DELETED RM & IIIG OPTIONS 03/24/03 ADDED INNER LAYER 'B' 11/14/01 REV. it DESCRIPTION DATE PRODUCT RENEWED D m*aaircVd the yl,td Ac eptaa, :o ?Io # -0206.0i product comma k P'T'T 1Z. •A� 3 St,•, V l.F'.R.9 s1. :AC a 0:rldm or.- '' reraigiab Y MAR 2 4 200 WARR N W. : CHAEFER, P.E. STRUCT AL ENGINEER P. / p. 44135 0 SOLUTIA, INC. 730 WORCESTER STREET SPRINGFIELD, MA 01151 PHONE: 508-867-3029j FAX: 508- 867 -2994 W. W. SCHAEFER ENGINEERING & CONSULTING, P.A. STRUCTURAL CIINSULTING ENGINEERS 600 SANDTREE DRIVE) SUITE 2030 PALM BEACH GARDENS, FL 33403 PNDNE+ 561- 775 -4902 TITLE: SAFLEX® HP INTERLAYER FOR LAMINATED GLASS DRAWING NO. 1005B DRAWN BY: W.W.S. DRAWING DATE: 02/28/00 SHEET NO. 1 OF 1 PRODUCT PRIPERTIES FOOTNOTE DESCRIPTION TEST SAFLEX® HP (DM) (1) FLAME SPREAD INDEX - ASTM E84 • 70 • (2) 8. (3) FLAME SPREAD INDEX - ASTM E84 - 355 • (1) SMOKE DEVELOPMENT INDEX - ASTM E84 - 185 ' (2) SMOKE DEVELOPMENT INDEX ' ASTM E84 ' 185 " (1) SELF IGNITION TEMPERATURE • ASTM D1929 740 ° F' (2) & (3) SELF IGNITION TEMPERATURE . ASTM D1925 700 ° F (1) RATE OF BURNING - ASTM D635 10 pm IN 30 SEC. - (2) & (3) AVERAGE BURNING RATE ASTM D635 1,83 IN /MIN. - (1) SMOKE DENSITY ASTM 2843 0.7X - (2) & (3) SMOKE DENSITY ASTM 2843 4.1Z (1) & (4) (1) SPECIME AVERAGE MODULUS OF RUPTURE ASTM C158 WEATHERING N+ LAMINATED GLASS WITH SOLUTIA INTERLAYER - (2) SPECIMEN SOLUTIA INTERLAYER ONLY (3) SOLUTIA INTERLAYERS BY THEMSELVES DO NOT COMPLY WITH SOUTH FLORIDA BUILDING CODE. (4) WEATHERING PER SECTION 2605,2 OF THE FLORIDA BUILDING CODE. - (BEFORE MR = 5319 psi) AFTER MR = 5490 psi FOR SAFLEX® HP (DM)) ' ® SAFLEX IS A REGISTERED TRADEMARK OF SOLUTIA, INC. - THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR AN NOA TO THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION AND SHALL SUBMIT TEST REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEMS USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE F.B.C. A LIST OF AUTHORIZED LAMINATORS SHALL BE FILED WITH DADE COUNTY BY SOLUTIA, INC. 2 DELETED RM & IIIG OPTIONS 03/24/03 ADDED INNER LAYER 'B' 11/14/01 REV. it DESCRIPTION DATE PRODUCT RENEWED D m*aaircVd the yl,td Ac eptaa, :o ?Io # -0206.0i product comma k P'T'T 1Z. •A� 3 St,•, V l.F'.R.9 s1. :AC a 0:rldm or.- '' reraigiab Y MAR 2 4 200 WARR N W. : CHAEFER, P.E. STRUCT AL ENGINEER P. / p. 44135 0 SOLUTIA, INC. 730 WORCESTER STREET SPRINGFIELD, MA 01151 PHONE: 508-867-3029j FAX: 508- 867 -2994 W. W. SCHAEFER ENGINEERING & CONSULTING, P.A. STRUCTURAL CIINSULTING ENGINEERS 600 SANDTREE DRIVE) SUITE 2030 PALM BEACH GARDENS, FL 33403 PNDNE+ 561- 775 -4902 TITLE: SAFLEX® HP INTERLAYER FOR LAMINATED GLASS DRAWING NO. 1005B DRAWN BY: W.W.S. DRAWING DATE: 02/28/00 SHEET NO. 1 OF 1