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WS-13-1426 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-194160 Permit Number: WS-6-13-1426 Scheduled Inspection Date:August 15,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: BROWN,JAY Work Classification: Window/Door Replacement Job Address:302 NE 97 Street Miami Shores, FL Phone Number Parcel Number 1132060135870 Project: <NONE> I Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments REPLACE 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed I-JE Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 August 14,2013 Page 10 of 46 OR Bk 28713 Ps 4096s t1ps? RECORDED 07/1'-18'2013 12t19:Ol HARVEY RUVIHe CLERK OF COURT HIA111-GAGE COUNTY? FLORIDA LAST PAGE 1 NOTICE OF COMMENCEMENT A COPY MW SE PWWOh 'n*M SM AT=M CW Rt58'DWeCnOn STATECW A: COUNW OF INS r 3 l y2 6 Mt�ti-0ADE: The u harms s, ,the bn be mWe to amt reW Popny.and in wilt Ompter 73,ft Me staertes,dw 6rF t is in tMi Of f�anesL 1. uWal mawan of and Lad 1/,� 2. off+of l�p+rowtntetrtr � 3 Owrter(s)tv and Interest In qty; 4. COftw tsel name aW address:--7.�- C.tt�Era J err l3t1�a 7� Cf 1J UP A 33y 12 5. Ssoatlt:(Paynwt bmd d by owner fn6 ,17 arq) Nvnemdaddrem m of bond$ 6. lender's naam and addresm 7. Persons within the state Mulft designated by Owl upon whm notices or other domments may be served as pied by Se on 733.23(lXa}7., Nam and addrasx S. In addion to ham,Owe desknum d*follawke pers**)to receive a oar of the Etenoes&Ak&as provided In Section 713.13(I)(b).Awida staftmes. Alone and addrem' 9. Ert daft of this Notke (the�+d is i yearfro dtt date�r of a pmt date is ar w Swam to and Prepared by � V,077' 3 13Y6 'M c� �,l +a 4 a'fZ Koti�r ., .,,�, 3 3 112 Pry s Amine My cominkdon eq*es: •pJ(o�N� Vii, L ���(�� o of RWiYY ° •;, My Comm.moires Jut 15.2014 COMM"m f►EE 8920 HARVEY RLMR,CLERK,of Carcft Co ; 60 7 Miami Shores Village Building Department JUN 4 �0�3 y 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JUN Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 By. FBC ;0010 BUILDING Permit No. GG✓S I���"��r16 PERMIT APPLICATION Master Permit No Permit Type BUILDING ROOFING JOB ADDRESS: i cL t City: Miami Shores County: Miami Dade Zip: C Folio/Parcel#: � • ) 1 43 3 � ._) 0 Is the Building Historically Designated:Yes NO Flood Zone: '� < 'v �_'� �� Phone#: SO 1_6:2 OWNER:Name(Fee Simple Titleholder): ®..�/�id .������. Address: ��= ��,� l City: rn d State: Zip: a) j °C TenandL.essee Name: Phone#: Email: CONTRACTOR:Company Name: �1 �c �ci"fJ�D�� )�' Phone# S�L �S' Address: ',)>( et City: CF�,t �eQ(� State: %L zip: 33 L{1 "--- Qualifier Name: 55 Phone#: 51-ol k-- State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of,Work for this Permit:$�� 3. �13 Square/Unear Footage of Work: Type of Work: LIAddition DAlteration ONew ®Repair/Replace ODemolition Description of Work• v Color thru tire: � Submittal Fee$ Permit Fee$ X CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ l TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant roust promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signa Signature Owner or Agent Contractor the fore mstrurnent was acknowledge before me this The foregoing instrument was acknowledged before me this dn.of 0 by_ : — t'�- day of ,2013, D-Da4x S who is personally known to me or who has produced— who is personally known to me or who has produced td"k As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign. 0l81y 0 iic• 7iar,a Of Print: Pea, a lyAit s;, 1 6 go 1 Y My Com ion ANGELA YOUNG Commission#EE 8 MY COMMISSION ig EE18 5 EXPIRES AMI12,2C1a e xs< xs x ex x mss xx xs<e xx *4*ftw APPROVED BY - .J 6 7CI Plans Examiner 9 Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10107)(Revised 06/10/2009)(Revised 3/15/04) 2 REPLACE DOORS IN 2 OPENINGS ONLY. 32" X 80" NEW DOORS TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. 1 30" X 80" W w � a � w -- l LL c� .0 ;'spy JUN 2 Z EQ 600peo cn e � o � � a C7 � < ® S OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 30 1 80 16.67 4 39.0 1 42.4 FL14569.1 60.0 -60.0 LSMI 2 32 1 80 17.78 5 39.0 1 -51.5 FL14569.1 60.0 -60.0 LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 3/16"TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4"PENETRATION PER MANUFACTURER'S 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= 11 FT 4 IN BROWN RESIDENCE 302 N.E. 97TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/0912012-4:42pm gabriels F:101 Project Fflesl,2010-MPSWOO Wind Charts\Reference100-MPS10.400 Series C&C(Currerd).d" 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE V BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLATTERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tribute Area Pt Roof Tribute Area Ft 1.TABLES ARE INTENDED TO ORST CASE'PRESSURES.'WORST CASE'IS Height 30 15 20 25 30 - ? I ht 10 15 20 25 30 35 40 45 50 DEFINED AS THE C yA►J WN VARIABLE AS DESCRIBED BELOW. _ USE OF CRITICAL CiZt�3I FQTt THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 53.6 -51.5 50.0 AS.9 -47.9 -47.1 -46.4 -45.8 -45.2 2.TABLES VALID O Ll F" ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft .1 +39.0 38.2 +37.7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°S 0 NEER AS A SITE SPECIFIC CONDITION. -44.0 -43.0 -42.2 -41.6 1-41.1 1+ -54A -50.7 -49.5 -411.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT �t 16 ft +40.6 +39.5 +38.8 +38.2 +37.7 3 6 +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTI -04.6 435 42.8 42.2 415 -41:91 3 55.1 -52.9 -51.4 -50.2 49.2 48.4 47.6 47.0 46.5 5.ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRI E OP ING IN QUESTION(HEIGHT WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6._ ft +41.1 +40.0 +39,3 +38,7 +38.2 +37.8 +37.4 +37.1 +36.81 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 18 ft 45.1 44.0 433 425 42.2 55.7 -53.5 -52.0 -50.8 49.8 48.9 48.2 47.6 470 y THAN ONE-THIRD SP 41 .THE AREA BETWEEN STRUCRIRAL OPENINGS ONLY- V RAL MULLS. IF THE TRIBUTARY +41.6 +40.5 +39.7 +39.1 +38.6 + 3 +41.6 +405 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +373 AREA OF AN OP SGT I E CRITICAL(10 SQUARE FEET)SHALL -455 -44.6 -43.8 -43.2 -42.7 -42 -564 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROl AID,.� MST W �'O THE LESSER TABLE VALUE.FOR LARGER 19 ft 19 ft TRIBUTARY AREAS THAI SH GE PUBLISHED VALUE. +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +383 +38,0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38,3 +38.0 +37.7 7,IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft 442.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 ZO ft +42.6 +41.4 +40.6 +40.0 +395 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 46.6 45.5 44.7 44.1 43.6 43.1 42.8 42.4 42.1 57.6 -553 -53.7 -52.4 -51.4 �}g,2 qg,6 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 +385 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 47.1 -05.9 X5.1 44.5 44.0 43.6 43.2 42.8 42.6 58.1 -55.8 -54.2 - 3 6 49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22ft +43.4 +423 +41S +40.5 +403 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +423 +415 9.2 +38.9 GENERAL NOTES' 23 ft -47.5 -46A -45.6 -44.9 -44A -44.0 -43.6 -43.3 -43.0 23 ft -58.7 -56A -54.7 5 "a 5 $ 0.1 49.5 1.TABLES ARE TO BE USED IN CONFORMANCE WITH'ALLOWABLE STRESS DESIGN +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 +43.8 +42.7 +418 ($ 9 +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 . -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40 2 +39.9 +39.6 24 ft +44.2 +43.1 +4Z2 +41.6 +41. N 2 +39.9 +39.6 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 48.4 47.2 46.4 45.7 45.2 44.7 44.4 44.0 43.7 -59.7 -57A -55.7 ,4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft ��6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 .9 g g g NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpI=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft -48.8 -47.6 -46.8 -46.1 -45.6 ASS -44.7 -44A -44.1 26 ft -60.2 -57.8 -56.2 -54& -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 ft -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44A 27 ft -60.7 -583 ESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +453 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -475 -46.8 -46.3 -45.8 -45.4, -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CDR, ING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft 8 ft COEFFICIENTS LISTE N A D VERIFIED BY THE GOVERNING +45.7 +44.5 +43.6 +43.0 +42A +45.7 +44.5 +43.6 +43.0 +42.4 1+42.0 +41.6 +41.2 1+40.91 BUILDING DEPARTM „sr NTY FOR APPLICABILITY OF TABLE -49.9 48.7 -47.8 -47.2 -46.6 -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFE 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 S.THIS S[ON. RE ER ANY PRODUCT APPROVED CERTIFICATION. RE ii MITTED TEST CRITERIA AND OTHER -503 -49.0 AS2 -47.5 -47.0 :5 .7 -62.1 -59.6 -57.9 -565 -55.4 -54.5 -53.7 -53.0 -52A APPROVALS FOR DE G '17 Y F NATION AND APPLICABILITY OF THESE TABLE 30 ft 30 ft VALUES WHICH IS T a U t CCORDANCE WITH GOVERNING CODES. +463 1+45.11+44.3 +43.6 +43.0 18 +463 +45.11+44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +415 6.ADHERE TO ALL O O M ORDINANCES. 32 ft -51.0 -49.7 -48.8 A82 -47.6 -4. 32 ft -62.9 -60A -58.7 -573 -562 -55.3 -54A -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. +47.0 +453 +44,9 +44.2 +43.6 +432 +42. . 2.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft 4.47.9 +46.6 +45.7 +45.0 +44.5 +47.9 +46.6 +45.7 +45.0 +445 +44.0 +43.6 +43.2 +42.9 a=30%OF RI-1, PEAK ROOF 53.4 -52.1 512 -50.5 49.9 49 -65.9 -633 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMA OF LEAST HORIZONTAL HEIGHT ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44A +44.1 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1 S QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45 ft -54'8 -53.4 -525 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 45 ft -67'6 -64.9 -63.0 -61.6 -60A -59A -58.5 -57.7 -57.0 EAVE HEIGHT +50.5 +49.1 +482 +475 +46.9 +46,4 +45.9 +455 +452 +505 +49.1 +48.2 +475 +46.9 +46A +45.9 +45.5 +45.2 I( HEIGHT F -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -69.1 -66A -64.4 -63.0 -61.7 -50.7 -59.8 -59.0 -583 50ft +51.6 +50.2 +493 +485 +47.9 +47,4 +47.0 +46.6 +46.2 SOft +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 5 55ft 57.1 -55.7 -54.7 -54.0 -53A -52.8 -52.4 -52.0 -51.6 ssft -70.5 -67.7 -65.8 -64.2 -63.0 -51.9 -61.0 -60.2 -59.5 &.1 ® 1 q 5 4 +52.7 +513 +50.3 +495 +48.9 +48,4 +47.9 +47.5 +47.1 +52.7 +513 +503 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -58.2 -56.8 -55.8 -55A -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65A -64.1 -63.1 -62.1 -61.3 -60.6 O 60ft +53.6 +522 +512 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60ft +53.6 +52.2 +512 +50.4 +49.8 +493 +48.8 +48.4 +48.0 WALL ZONE FIGURES /� 4 ISO v rA REMARKS DIM CHKO DATE at o INIT ISSUE Gss TSB o3/o5nz 2 010 FLORIDA BUILDING CODE ENGINEERING C z m c> REV-ADJUSTED HEIGHTS GSS TSB 04109112 A EXPRE a ASCE 7-10,CHAPTER 30 � 1- z U) _ DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 ; z :.I F-► r - - - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 p O O0 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENWDO, PH:(954)354-0660 FAX:(954)354-0443 o p r IT AND SHALL RITTEN ONSENTODUCEDKLBE*ORP ART ASCE 7- 1 O W a -P WITHOUTWROTENCONBENTOF FRANK LBEMJARDO,PE WWW.ENGEXP.COM ALTERATIONS.ADDITIONS,HIGHLIGHTING. cERTOFAUTH>TSaes m •• C) MARIONGSTO THIS DOCUMENT ARE NOT PERMITTEDAND INVALIDATE OUlt CERTIFICATION. 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FL14569-R Application Type Affirmation Code Version 2010 Application Status Approved 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 ibcOjeid-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd, Klamath Falls,OR 97601 (800) 535-3936 customerserviceagentsOjeki-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory 9 ry Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Fx Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 ar TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabiAlding.org/pr/pr app dti.aspx?param=wGEVXQwtDqux VBJHRcYg%2fDEHWIXNZWHXGIkgnWOgffSFDOsQgaoQ%3d%3d[3/19/2012 8:44:27 AMI Roma Mftng Code Online 31 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ( Yes ONO ON/A FL 14569 92 WC SA14569 signed and cert.odf Product Approval Method Method 1 Option A Date Submitted 12/16/2011 Date Validated 12116/2011 Date Pending FBC Approval Date Approved 12/18/2011 14569.1 Steel,Wood Edge Door 6'-0°x 6'-S",Full Ute,Single or Double Door,Outswing-UWI umits of Use Certification Agency Certificate Approved for use In HVHZ:Yes X4569 R2 C CAC NIO,Q6255-R4.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2013 ' Design Pressure: +60/-60 Installation Instructions Others Product must be installed per manufacturer instructions as FLi4569 R2 tI 3W0509-03.PDF drawing stated on ` 9 3WO50903 Verified By: National Accreditation&Management Instlfl/te, Created by Independent Third Party: Evaluation Reports F 1451 6 22 AE PEt 1398 6-13-11.WK Geated by Independent Third Party:Yes Contact ;:]940 North Monroe StrAwL Tallahassee fl.32399 Phone.850;482-1824 The State of Florida is an AA1EE0 employer.CoWaht 2009-2010 State of Florida.:;Pay StaWMW t::Acces9bifty Stiij=nt Under Florida law,a-mall addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the off"by phone or by traditional mail.If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at yfehmaa erdtsx�ate.a.y, Product Approval Accepts: ME in 09 E t ' securitymETRIer vrlseaa Trusted a f 3: http://www.floridabtdidirig.org/pr/pr app_dd.aspx?param=wGEVXQwtDgL ATVBjriRcYg%2fDEHWlXNZWHXCAkgnWOgrTSFD0sQgaoQ%3d%3d[3/19/2012 8:44:2?AM] JFLDrVENo+•, Steel M •� -..r ..;c, Or O STEEL -uNfr UnLeM COMPONENU FROM OW WC,AND ENDURA PRODUCTS VC. 37 1j2' MAX FRAME WIDTH 39 3j4- MAX. 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SWFm WEN ,y c`�`SSZ OA!aP�po2� +a�sarete '4J�4NALEsa+` — Zx,w,arm L a r Pp4m t , 127 W.Fairbanks Ave. CertWorks ...ttworks Suite 438 Winter Park,FL 32789 ilk\ FSPE Certificate of Authorization No.28520 407.64 407.644,236.6957 PM 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: I —A(Certificate Method) Category: Exterior Door Assembly Sub—Category: Swinging Exterior Door Assemblies Product: Wood Edge Impact Glazed Steel OS Door Material: Wood/24 Ga.Steel Product Dimensions: 74"x 80.7S" ��ttNei��ijr Prepared For: �,���ti �e E tis'R�G'�. Jeld-Wen Inc. '/No 0 +• ,'= 3737 Lakeport Blvd. *: :* = Klamath Falls, OR. 97601 r Z P: OF i4Q Prepared by: Al slit 0 R% 4.``� Alexis Spyrou ON A %% Florida Professional Engineer#68101 Date:6/6/2011 Digitally signed by Alex Spyrou Contents: Reason: I am ap}uoving this Evaluation Report Pages 1-4 document Installation Details Pages 5&6 Date: 2011.06 13 15:37:29-04'00' Alexis Spyrou,P.E. Florida No.68101 FL*: FL14569 Ce Pt YY��/orks ...it works Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No,28520 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: This is a Product Evaluation Report issued by Alexis Spyrou,P.E.(FL#68101)for Jeld-Wen Inc.based on Rule Chapter No.9N-3.005,Method 1a 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 JWOS09-03,signed and sealed by Alexis Spyrou,P.E.(FL#68101)for specific use parameters. Limits of Use: 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 FL#: FL14569 CertWorks ...it works Date: 6/6/2011 Report No: 1398 FBPE Certif mte of Authorization No.28520 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: • 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 Referenced Data: 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 M N1006255-114 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 FL*: FL14569 CertWorks ...it works Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Installation: 1. Approved anchor types and substrates areas 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(1W0509-03)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 L FL*: FL14569 CertWorks ...it works Date: 6/6/2011 Report No: 1398 FSPE Certificate of Authorization No.28520 Installation Method Jeld-Wen Inc, Wood Edge Impact Glazed Steel Outswing Door T-i �I I! ii I , ao I T<: Alexis Spyrou,P.E. Florida No.68101 Page 5 of 5 127 W.Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park,FL 32789 407,644,6957 PH Certificate of Authorization:29578 407-6442366 FX contact @buildingdrops.com December 12,2011 TO: Whom it May Concern FROM: Alexis Spyrou,P.E. Registered Florida Professional Engineer#68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls,OR 97601 FLORIDA PRODUCT APPROVAL M FL14569-RI PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: SvAnging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir(Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings,reports,referenced test standards,and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code.Therefore,all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT.EXP. TEST STD& TAS 201-94 14569.1 JW0509-03 1398 N1006255-114 09/30/2013 TAS 202-94 TAS 203-94 To the best of my knowledge,all referenced&included test standards,methods of installation, details,and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 127 W.Fairbanks Suite43Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park,FL 32789 407.644.6957 PH Certificate of Authorization:29578 407-644-2366 FX contact @buildingdrops.com Please note that I do not have,nor will I acquire,a financial Interest In any company manufacturing or distributing the product(s)for which the reports are being issued. 1 also do not have,nor will I acquire,any financial interest with the Laboratory that performed the test(s),or with the Engineer witnessing the test(s)and sealing the test report(s). �,`�tiurttrrt� Respectfully submitted, S �� �•,.., �d rrr " i• iii o o Alexis Spyrou,P.E. :�♦: TATE OF Florida Registered Professional Engineer#68101 S rrZ�F•�. ®Ri,. •• � �� ALEX 5PYROU 's,°"A; L�;,,. 2011 .12.1 6 16:29:10 -05'00' Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: WQL6_20-114 DATE: 1WJ4= CERTIFICATION PROGRAM: Sksogill COMPANY; jFAdj)i-Mrj CODE: J-1W fr REVISION DATE: 0fi/=011 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.NAMICertification,com, Please review,and advise NAMT 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 Falb,OR 97601 w/ODL impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-0.125"Temptered Glass/Laminate- 0.125"Annealed Glass/0.090"PVB by Solutia/ 0.125"Annealed Glass Frame:W-62" Panel: W-3'1" DLO:W- 1'1 0" H-611" H-6!7" H- XV SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1 (StructuraU 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