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WS-13-2073 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200967 Permit Number: WS-9-13-2073 Scheduled Inspection Date: October 15, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VALDES, ELIDA TRIAY Work Classification: Window/Door Replacement Job Address:711 NE 94 Street Miami Shores, FL Phone Number Parcel Number 1132060141980 Project: <NONE> Contractor: J&G CARPENTRY INC Phone: (561)333-5042 Building Department Comments INSTALLATION OF NEW IMPACT DOOR ON THE SIDE OF Infractio Passed Comments THE HOUSE INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-199089. No access, no one home Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 11 2013 For Inspections please call: (305)762-4949 Page 16 of 25 � qq a r r Miami Shores Village SEP I Building Department 8 Y.mmoomgoo-7 000000p �\ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 6(� BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit:CBUI]LDING ROOFING JOB AD sr City: Miami Shores County: ff�� Miami Dade Zip: 3313 Folio/Parcel#: j ° 3 -9-01; _ (� / 01 �-() Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):_ L' L--► -D /'. ` /J �1��Phone#- _�LQ Address: AJ 6 City: M ' A State: F L- Zip: �S Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: -'�A Co CL LD&i, Q7A 0 Phone#: Address: t?-"u t n `�cr�11 City: est C��d�. Cam_ fi-st..: EL Zip: ,3 L f t ��--- Qualifier Name: V Phone#: 51pt State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ ���• 1� SquarelLinear Foo a of Work: Type of Work: ❑Addition DAlteration ONew 7air/Replace ODemolition Description of Work: Color thru tile: Submittal Fee$ Permit Fee$ CCF$ ,CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$_ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thisRq The foregoing• strument was acknowledged before me this,— day of ,20 >by 1,)4— M A4 T1 day of ,2043,by who is personally known to me or who has produ=& -- 1 C> who is personally known to me or who has produced As identification anc,„Wlibt ' °4 /r oath. as identification and who did take an oath. NOTARY PUBLIC: °°°°` •i° Gq�� /�''' NOTARY PUBLIC: Cn Sign: = o - Sign: Print: . >rs� c' Print `1ta My Commission Expires '•,'c�c�Q A° °°° My Corn sion Expire . , °G O tip” V®� EXPIRES App it 12 20b 0 APPROVED BY T IT, Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 4,j �'�lk r`-_ a - Miami Shoes Vill T� SIDE GARAGE APPROVED BY DR. �"36. x 80" ZONING DEPT gL DEFT C-- ALL E SUI3JECTTO cckl L1A STATE ANO CCUMY RUL=S ACID REGULATIONS A lkf T MIEN uff curr REPLACE DOOR IN 1 OPENING ONLY. NEW DOOR TO BE IMPACT RESISTANT- HURRICANE SHUTTERS NOT REQUIRED. OPENING PRODUCT DESIGN OPENING SQ. WIND PRESSURES APPROVAL PRESSURES COMMENTS NO. WDTH. HGT. FTG. ZONE POS. NEG. (N.O.A.#) POS. NEG. 1 36 80 20.00 1 4 1 44.0 -47.9 FL14569.1 1 60.0 1 -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= 10 FT 9 IN MARTI RESIDENCE 711 N.E.94TH STREET DOOR REPLACEMENT PLAN MIAMI SHORES, FLORIDA 04/09/2012-4:48pm gabriels FA01 Project Files\2010-MPS1400 Wind Charts\-Reference100-MPS10-400 Series C&C(Current).dwg M 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa ry Area Ft Roof Tributary Area Ft 1. TABLES ARE INTENDED TO i'Pitc'i`" ORST CASE'PRESSURES.'WORST CASE'IS Height 10 15 ® 25 30 fight 10 15 20 25 30 35 40 45 50 DEFINED AS THE C ..,.a WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO THESE TABLES. -49.1 -47.9 47.1 -45.4 -45.9 , ' -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. 0-loft +45.3 +".1 +42.6 +42.1 `` 0-10ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 3 TABLES VALID F APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHIA - NEER AS A SITE SPECIFIC CONDITION. -50.0 -483 -47.9 -47.2 -46.7 y�' a -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT 11ft ,x46.1 +44. +44.0 +43.3 +42.8 ;{ 11ft +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 CANNOT BE IDENTI :j S.ALWAYS ROUND - LE VALUE OR CONSERVATIVE ASSUMPTION. 7503 -49.5 -47.9 -47.4 -49'. .8 -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 6.CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT*WIDTH)OR 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -51.4 -50.2 -49.3 -48.6 -48.0 . p -" -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 THAN ONE-THIRD S THE AREA BETWEEN STRUCTURAL 13 ft +.47 4 +46Z +45.3 +44.6 +44.0 (i """ +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42,5 OPENINGS ONLY- L @A INIE RAL MULLS. IF THE AREA OF AN OPE CRITICAL(10 SQUARE-52.1 -50.8 -49.9 -49.2 -48.7 -48 -64.3 -61.8 -60.0 -5&6 -57.4 -56.5 -55.7 -54.9 -54.3 BUSED.ALWAYS RO B, HE LESSER TABLE VALUE.14 ft +48 0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 14 ft +48 0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 TRIBUTARY AREAS TH B SH D, " T PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -483 -48.0 -47.6 -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 15 ft +48 6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43,5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -08.9 -48.5 -08.2 -65.8 -63.2 -61.4 -60.0 -58.8 -56.2 -55.5 8'READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 16 ft ,x•49 2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft +49.2 +47.9 +46.9 +41% � �:- +44.0 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 -66.5 -63.9 -62.0 - .8 -56.1 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 17ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +445 17ft +49.7 +48.4 +47.4 + � - .8 '44.5 GENERAL NOTES• -54.4 -53.1 -SZ.Z -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 -67.2 -64.5 -62.7 = J7*.4 -563 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 18 ft +50.2 +48.9 +47.9 +44.9 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50,0 -49.6 -67.8 765.1 -63.3 -6. -57.2 CRITERIA AS OUTLINED HEREIN. 19 ft +50.6 +493 +48.4 +47.6 +47.0 +46.5 +46.1 +453 +453 19 ft +SD.6 +49.3 +48.4 +47.6 "+47 6.1 +453 +45.3 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 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -68A -65.7 -63.8 - 7,7 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 20 ft +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 20 ft +51.1 +49.8 +48.8 - .5 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 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -69.6 -66.8 -64.9 -63 - - -58.7 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 WALLS AND VERTICAL SURFACES ONLY. -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 3•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. 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 24 ft +52.7 +51A +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -71.6 -68.8 -66.8 -65.2 -54.0 -62.9 -62.0 -61.2 -60.4 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER 26 ft 6 ft COEFFICIENTS LISTE N D VERIFIED BY THE GOVERNING +53.5 +52.1 +51.1 +50.3 +49.7 +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.91 BUILDING DEPARTM I1'", NTY FOR APPLICABILITY OF TABLE -58.8 -57.3 -56.3 -55.5 -54 9 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 VALUE USE IS OFFS - 28 ft *, 28 ft 5.THIS SPECIFICA ,} I ER ANY PRODUCT APPROVED +54.2 +52.8 +51.7 +51.0 +50.3 +54.2 1+52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 CERTIFICATION. RE }5ffi, MITTED TEST CRITERIA AND OTHER -595 -58.0 -57.0 -56.2 -55.6 AS " " 3.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 APPROVALS FOR DE NATION AND APPLICABILITY OF THESE TABLE 30 ft 30 ft VALUES WHICH IS T B V CCORDANCE WITH GOVERNING CODES. +54.8 +53.4 +52.4 +51.6 +50.9 ;,; +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 6.ADHERE TO ALL � - ro M ORDINANCES. -60.5 -59.0 -58.0 -57.2 -55.5 -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 7•NO CERTIFICATIO purmKi I Y OF THE HOST STRUCTURE. 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9.9 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -51.4 -59.9 -58.8 -58.0 -57A -75.8 -72.8 -70.7 -69.0 -673 -66.6 -65.6 -64.7 -63.9 AFFIRMATIONS ARE INTENDED. 36 ft a-10%OF '.. .. RH, PEAK ROOF +56.6 +55.1 +54.1 +53.2 +52.6 .u - 01 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -62.5 -61.0 -59.9 -59.1 -58.4 -57 + - `- -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 WHICHEVER IS SMA , .....OF LEAST HORIZONTAL HEIGHT 40 ft 40 ft DIMENSION OR 3FT(1 QUESTION.CONSULT MEAN +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 +57.6 +56.1 +55.11+54.2 +53.5 +53.0 +52.5 +52.0 +51.6 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70A -69.2 -68.2 -67.3 -66.5 ROOF �� HEIGHT 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 r1 ►ar HEIGHT -65.0 -63.4 -62.3 -61A -60.7 -60.1 -59.6 -59.1 -58.7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69A -68.5 -67.7 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 soft +.59 9 +58.3 +57.2 +56A +55.6 +55.0 +54.5 +54.1 +53.7 5 G -66.1 -64.5 -53.3 -62.5 -51.7 -61.1 -60.6 -60.1 -59.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 I ® I (A-) 55ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.61 1 55ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54,6 5 5 'a 4 7(571 -65.5 -64.3 -63.4 -623 -62.1 -61.5 -61.1 -60.6 -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 ELMUMON 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WALL ZONE FIGURES ISO 9 H REMARKS DRWN CHKD DATE n m CO INIT ISSUE GSS TSB D3/DS/,2 2,010 FLORIDA BUILDING CODE ENGINEERING o z EIGHTS GSS TSB 04/09/12 F EXPRESS 3 E9 ASCE 7-10,CHAPTER 30 o CA. n N - - _ DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, #106 �a �z ►--� - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 mz O ��„ THIS DOCUMENT IS THE PROPERTY OF FRANC L BEN4ARDO, PH:(954)354-0660 FAX:(954)354-0443 T 1 N O PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART z -P WITHOUT WRITTEN CONSENT OF FRANK LBENNARDO,PE. WWW.ENGEXP.COM Z �T •• N v tv1AV�TOh1��DUMEStJTHIGHLIGHTING,FMLRTTOEDNID ASCE 7- 1 CERT OF AUTH#9885 z m R' INVALIDATE OUR CERTIFICATION. Holt&ceding Cade Online SCIS Home p tng In User Registration Hot Topics$ Submit Surcharge State&Facts Publications FBC Staff BQS Site Map Unks Search 3usines Professi I Product Approval Re ula ion �R:Public User Product A gyp Menu>Product or Application Search>A22=on Ust>Application Detail FL FL14569- Application Type Affimiation Code Version 2010 us Im"i Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbc @jeid-wen.com Authorized Signature Janet Gerard fbcOjeid-wen.com J� 9 Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,DR 97601 (800) 535-3936 custamerserviceagents@jefd-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors ' Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Y C TAS 201 1994 u TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDquxTVBJYiP,cYg%2fDEHW1XNZWHXGlkgnWOgfSrDOSQgaoQ0/03d%3d[3/19/2012 8:44:27 AM] Florida Building Code Ordine r El 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 OYes ONo ON/A FL 14569 69 2 COC SA14 S igned and cert.odf Product Approval Method Method 1 Option A Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 EM 02 011, a �.,,-, .- _ .ate, i .., �-'S - : 14569.1 Steel,Wood Edge Door 6'-W x W-8",Full ute,Single or Double Door,Outswing-LMI i"lmits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Approved for use outside HVHZ:Y it pp ed es Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2013 Design Pressures +60/-60 Installation Instructions Other:Product must be installed per manufacturer instructions as F 4_169 R2 II 1WOS09-0 .PDF stated on drawing 3WO50903 Verified By: National Accreditation&Management Institute, Created by Independent Third Party: Evaluation Reports Fl14569 R2 AE PER 1 98 6-13-11,adf Created by Independent Third Party:Yes Contact u9:: 1940 Nora,Monroe Street Tallahassee Ft 32399 Phone:850-48.9-1824 The State of Florida is an AA/EEO employer.Com-light 202010 State of Fiee;da.::Privacy Statement.-AG=sIbIHtv 5tft=CQj;::a_e(y,rd sratsmen� 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 office by phone or by traditional mail.If you have any questions regarding DBPWs ADA web accessibility,please contact our Web Master at wssbmasterQdIWr.starAJI.us. Product Approval Accepts: VsrfBlBn~ w t'ruated p r htqp:!/WKnv.Roridabuikiing.org/pr/pr_app_dtl.aspx?paraM�WGEVXQWtDquxNBjdRCYg%2fDEHUYIXNZWHXGIkgnWOgrT5FDOsQgaoQ°/o3d%3d[3/19/2012 8:44:27 AM) JFJJkVIENg Steel WOW EDGE IMPACT MAMP SX-a DOM * � �1m r#e au7sW sAnj6L>;TaR a IswT 74-W.OVERALL *1 UnLQM a"F61CMf)}?!.•INC.AW HIAKE wom 00 A Ekwfm PATS WC. 37 1/2'MAX A©2 FMIME"T" 36 9/2-WX •®o w to .� 35 3/4- �AA9&. �/per �0�m GEAAERAL M07ES PANM+ 1H c�tIL� t•"PRODUCT IS D?D COAfty n"Tt�a,$MbREWTFLOR�A ct ca cwr s nAWTWTCtnaaO xvrrr,a�taas E �trFVAIUATEO>tr wmNTne + � TAS�P-8A ASWEM42 ASM fAC TAS2Q&W ASTNEM-0 A$MF TAS29,?�88 ASTOM!"? ® P� 20 t`2° '/2- 2KOM&CgSavOTHMAkiWVE YTO. ZD t/2- - }L31 .L A%TO rta:STFIUCTURE. ii�33t D.{-D.MrAka 2 A 06FOMEW TO B 48E AMTEMAL SM"BE a.EYOW WALL F� UL.o INACTNE ACTIVE a a ® A Sf D PRESStW RATfAO$a MAEP PAGEP y� C 3 N� rR ,� O �WPRtM XTWETSr1*WATFRREOU IRe+4$'M•5FORtD8!!VEL�Ii'Y '',pv mutRrHUl+a1 >/ a °t a 3 6Ph'ODLtCTIX9eS bf7T REb?UtAE 9t4tlATERS 8 / 4 l f P s fAEStOEA1BNSULAT7D57EELtX?CTfP(CommaMtoharna ! DOOR RUTO : F1ashess:?4t R/D.Af1'm(n)dV*rWU Q8N@Ne1 (A-S2 '` R � y lquSk+y AKAICdper A$7M 82D Ka7'ri MiTtimaAT i°�d CmDaar ter SA9tAgda Fyd8v8}® ?pSi A A t� A*s*MM T.Oto PWMA The ac and we ownn4od ftm24GA EF ASTRAGAL BOLT ITEM f i2 AtP.D2t*rT }�atsmvaaCa#as'.The ftwstraersaftap bWomwDbmaW1ovw ms top raYc.Tt 17`11 I A6a3 TaD r.o x r.s� .The s41 .$f �dh u,Yd9 !�� 4rSf �1��'s.XXl boom rat. l.2t"A rt.a�" 7}w dift am SGAI,b 1/r -r-0- SCtdGb kmwd 01a Mo&a&V MWIS 00 1.00`1*x r. " Tray 0*4W sWed by Ataa%SPW- kere»' Mvby6 fiad FAh Thoftw~OM gkood ON All appraft Otis e 77eeFmm2smecurovtror ODd TE 6,Ate.Yl1S Ream:f am A6tEA+Pgma.rnu78 + e� t` 0" doaumeM ckroT � tPrx%'is �� 4sram Date:ZDt 1,90A7 X9:4$- ruf3•TS .+ aehuemt�'E+idsarS, TA&B7 DES/GNl�RE&6URE�i7Ki FramaCassftxxtoo 7bekwms are owsgdeddMWor0miad#AsAmW a!%nauYSDP e6ex t a 9 f6"x t-9tA The trees we rmrm�o aw" Aa ewn EcTCaa E�wnrER + : � tttte,tpAT�cav s i � t - All'REYPs FROM EXTERIOR. gv sdeprtgn wWaW~vMftVvw(3At6fsA?115`a vMX2-Pam 2 - FOR HORIZONTAL ANCHOR IN 9M SACK OFnfoMN IN j an awh sd*The#re~is=Wtad fa dra r MASONRY/ E. SEE SbW 4 FM +SUMS. ' du fS) 160A 71`16-QxAvTtr2°`k s an each s a@te+tntE �' 3 - FOR it MOR IN 1X $TICK OPWN IN 1 :4Di4"affiiusd hI* DADTW(t) bfILT($ t°fs, SEE SHEET d FOR OETA1l.S. W O.P2�^ g .0.3�r :iuw t2l uettc��0.tZs TABLE OF CONTENTS ` 4 FVBGTtartaYsrFq Sofaufa AUate c v mNe 2/5 OA 3HEn f T EtfVAtIPAV[S E SCRAP7KW od hw tt#m *. NC II ,* •AS No7E 2 VERTMAL CFJM SECTION&sul tF ABAWT4AL am or E 9 Al CiSS SECTt>X35 fp� S er.S. SIFT EU a OPtttlttd L T% a t�k1p$QWAV '¢*:�BTO t4. N{t - ALL f S rar}L1a'P'KPt `fi�'.0 Q tilo�'{y°,°` ° `sxuc m -CF3 s VDAPORM DETAUS „r1'S, to .+ trTrLV wssraa +s rORt AL +++ TL tam 7 tpP.%T- T5 +++ aaeRt.aa+ ffiT l 7 WOW Pf. Date i � ~� _ ` � �� E•71i�i[[ z'mc��"'�;irr�ilfi�f"�[x.���:7t�.�'!M E x� R17t".�.u•�;'��t'"�:, +'tsYt?�':�T��GxS *'.'�i/ srr �� Ii�+frJ /wiw'iC� . t+' iE3G - u=. ft3t5iXt� � P..�.. {r �: A.^5�1 �a�x7�� y �■yCJi Ate.a3.ri��H ■uitY �.���;�. _IiL`F �i�i, )YO y��E _ Miff p 1..�i�.Xtt ��iS- l�iltili. "L:! t i ■u�. ' i US a I5 €fal7z �il L 5= 1 3 t � r� ►, '� L'^J, ir'•I.1 ��i � i R e � 1 a r +5 di G t +€TAaf as ® t}[t x let a'1111 °. 1 i r � ; •x r ±� ill r t i i t m :1 jrz;� 0 NO ALM SFVPM ROMA PAL R&(MM ad- EM, -03 LIP NO ALM SFVPM ROMA PAL R&(MM ad- EM, -03 '�. �_ � I011lllllll�lll��� l�� "° e %D 0 -16.1- I-M 6-- rr E� SEE OFTAIL 8 HM 5 EE H QUAIL A ssslm 6 SEE"WL 9 s1w 6 12 1/2'TfP- S* SEE DETAIL 8 SHEET 5 (9 -QrFA 11.A SCAM or -1*-4- Q p ties or Ckno mo x, ..mtva 10, -j amm O,C x 15 4. JW0509-03 mr 3-or Y 1--4 911V-1 WIJJ4014K� �. .I c1_ �N>- � F .w 7y. TIM c CAM $/a- -1'-0- 5VAM.WSIP�-r-O- '40 Z; .D 0 ID 0 01? ate- hats gaw !i ma= Em a 9/16- go at IC4 V �d 9118. » �pf7mae } r-x p i�tdl2� �1,t �ierri 3 Ssla���ATII p f acs�na: rxr acrvarn i^E m no. 2 21/2' 8 tam A t d � w � so —T 2� s/rs'��tlstl v� 31 TOP JuIL(LVL � lIIA�A STILT lVL) p S1 k ataTr p7 �drytNL,er asrteac.,r. d11A1d__ LA?CIl STILB LVL t per derv. SCALD 0" �f' Q' "CALL; 6 mot'—{1 SCALD 8 �f`—D" S�AIF 6° ®f—d° @ SCAL6 B° ffi8'-0° t 3/a' r I A ® 0 �. ® h w ASTRAGAL 4MLT AMT.— CIA STL'BL MB ASTRAGAL SXLL OX ALL+ I'AAAWB sc r 0* s6""-4�7 °�°yg15Y SPyaatai 3!78' —STNSC T—USE #10 WOOD NSTALtATMN SCREW W/ 1 1/2* MIN. EA EWMENT Mo /l WHEN tNSTAWNG INTO WOOD SUBSTRATE AT & JAMBS, p s AS NOTED 2—USE #B x 2 1/2°PFH WOOD SCREW WHEN II%STA"Q INTO MULUOIS. i R = or EAG �. 3—USE 3/18'RW TAPCON AfXHOR W/ 1 1/4' IsON. EMBED. _ TAIE OF ;'<u W..5 WHEN lTAUJNG INTO CRETE/MASONRY SUBSTRATE AT SIDEUTE SUS. :C1 t4T:t1 P•`x�tv`° re veaw, •fs�b'C OA«0 SCALD f I" �f—O" a'a�lOdtt AL EQ�sA� Yew, atllg{P19YiY4 P�R8C3ni.�aum. T - T tomm Al..m.- ....«_..... _. i • C �.,A, 127 W.Fairbanks Ave. e r.1.VV arks ..,It works Suite 438 Winter Park,Fl.32789 FBPE Certificate of Authorization Na.28520 407.644.6957 PH 407.644.2366 FX info @cenwrks.com Product Evaluation Report Of Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswin g Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N-3 Method: 1 —A (Certiricate 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 84.7S" 1,V1ESearrir!.' Sp}. '+'i Prepared For: 's� Q ;'r,� N r Jeld-Wen Inc. ' * No 0 •*: 3737 Lakeport Blvd. Klamath Falls, OR. 97601 :�• TATE OF �+ +"0 . s p ♦�{f'!! Prepared by: *,r •t o a,.•'ti`'.` ♦ .♦••• Alexis Spyrou '`'fssiO�AE�r; �``°• Florida Professional Engineer 4 68101 Date:6/6/2011 Digitally signed by Alex Spyrou Contents: Reason: I am approving this Evaluation Report Pages i—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 rt VY arks ...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 JW0509-03,signed and sealed by Alexis Spyrou,P.E.(FL#68101)for specific use parameters. Umits 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. S. See Installation Instructions JW0509-03 for size and design pressure limitations. Alexis Spyrou,R.E. Florida No.68101 Page 2 of 5 FL#: FL14569 CertWorks ...Itworks Date: 6/6/2011 Report No: 1398 ' fBPE Certificate of Authorization No.28524 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 E331-00 • 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#: N1006255-114 Miami Dade BCCO (FBC Organization M 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 mate: 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 3116"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 `�►/ FL##: FL14569 . , CertWorks .,,it works Date: 616/2011 Report No: 1398 FSPE Certificate of Authorization No.28520 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door it (it a m (�j 1 H ; I Alexis Spyrou,P.E. Florida No.68101 Page 5 of 5 - ' 127N(Fairbanks Ave, ^ ' " ^ BUILDING DROPS Suite 438 /@/A\\ A Perfect Solution In Every Drop 16 Winter Park,Fl.327O9 407.644,6957 PH Certificate of Authorization:29578 407-644-2366 FX comact@bu8d|ngdrops.uom December 12,2011 TO: Whom It May Concern FROM: Alexis Spyxmu,P.E. Registered Florida Professional Engineer#68101 MANUFACTURER: JELD-WEN 3737 Lakeport Blvd Klamath Falls,OR 97601 FLORIDA PRODUCT APPROVAL#: FL14569-Rl PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance twthe 2010 Florida Building Code Dear Sir(»Wadom), 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 tobp|n compliance with the 2U1D Edition ofthe 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. 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 1nf2 127 W.Fairbanks Ave. BUILDING DROPS Suite 438 A Perfect Solution in Every Drop Winter Park,F1.32789 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. I 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). `01{ttllttttt`, Respectfully submitted, *`�` �tS SP), ", rs Rt,� /No 0 Alexis Spyrou,P.E. O VF 4tJ4 Florida Registered Professional Engineer#68101 '.4 . � V. i v ALEX SPYROU 'A`'`®;;A;� ,.•i 2011 .12.16-16:29:10 -05'00` Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION �„ CERTIFICATION NO: =6255-114, DATE: ,il" I`L. CERTIFICATION PROGRAM: COMPANY: D- { CODE: J-jW t REVISION DATE: 06/08/2011 The `Notice of Product Certification is valid only when Administrators 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.rm. 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 Eudora Ultimate hurricane Astragal Configuration:XX Glazing:IG-0.125"Temptered Glass/Laminate- 0.125"Annealed Glass/0.094"PVB by Solutia/ 0.125"Annealed Glass Frame:W-62" Panel: W-3'1" DLO: W- i'l0" H-611„ H-b'7" H. 514" 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 (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-$124/FAX:(804)684-5122