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WS-12-1351Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176149 Permit Number: WS -7 -12 -1351 Scheduled Inspection Date: August 16, 2012 Inspector: Bruhn, Norman Owner: DEUSCHEL, HERBERT Job Address: 847 NE 99 Street Miami Shores, FL Project: <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060340130 Phone: (561)333 -5042 Building Department Comments CHANGE OUT 1 DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CG- August 15, 2012 For Inspections please call: (305)762 -4949 Page 9 of 26 A "� CERTIFICATE OF LIABILITY INSURANCE ` ' 7.!30/2012 THIS CERTIFICATE IS ISSUED AS A. MATTER OF INFORMATION ONLX AND CONFERS NO RIGHTS UPON T hE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR N GATIVELY AMEND, . MIND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS }, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy{ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, -A statement on this certificate does not confer Ylg{ts to the certl lcate holder In nets ofsuch endorsement(s). PRcrucsn Stirling Insurance Services, Inc. 1700 North Dixie Mighway Suite 109 Boca Raton m 33432 c CT Nicole Ramdeen PHOI+ Ewe: (561) 338 3030 1 Wig Not sat e ess Aompss.ramdeenlestirlin t, financial.cos tN.RURER(S)AFFORDING "COVERAGE NAtC# INSURERA:I)latrionw de Insurance Company of 26453 INSURED J & 13 Carpentry, Inc. 13461 79th :Court North West Paint Beach 321 33412 -2118 IISSURERB Depositors Insurance Ciraeapany ' 425127 IN$URERCalli Insurance CoMpany (RII) 130568. INSURERD: 512/2013 INSURER E c $ 1,000 , 000 INSURERF_: 100 000 $ � COVERAGES CERTI TE NU BER:CL127300 778 REVIS N: "THIS 1S TO CERTIFY THAT THE. POLICIES .Of.INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE. INSURED NAMED ABOVE FOR THE POLICY PERIOD ITH INDICATED. NOTWtrANANa ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH. RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED °HEREIN IS SUBJECT TO ALL THE TERMS EXCWSIONS AND CONDITION$'OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS: TYE OF INsuRANde POLICY PCl.1� I ! EFF fA4 YYI POL * EXP tiowco YYY UHTS A GENERAL X LIABILITY .COMMERCLAL._GENERAL.:LIAEcTY [CLAIMS-MADE OCCUR A6'L?.tiI,Z05914$94493 5/2/2012 512/2013 EACH QGCUFRENQE $ 1,000 , 000 PREMISES E oP I tEt�'oneur�rtce) - 100 000 $ � ME D' onepsrson) $ 5,0 00 SE NAL & ADV IN &a l' $ 1:,; 000,000 GENE14AL AGGREGATE $ 2< 000,000 GERI, X AGGREGATE POLICY i Laval' APPLIES PER is a fl LOC PRODUCT S- COMPI(PAGG $ 2',000,000 AUTOM .� OIL LiA91LTRY ANY AUTO` AUTOS ED HIRED AUTOS At1TQSANE AUTO 0591Q1t514493" 5/2/2012 5/2/2013'- COMBINED SINGLE LIMIT tEa acc .ident) $ 1,000,000 'BODILY INJURY {Per pers on) $ BODILY N,)URY per 4ceident) tPef}DAMAGE PIP- Basil U R LAtIAAB • EXC S IjAt3, r OCCUR CL1tTi�IS41ADE' EACH.00CilRREN(E AC3GI2 aATE DED 1 I RE-TENT 9N$ $ IVORI(ERS COMPENSATION AND EPAALOYERS' LIABILITY ANY PROPRIETORtPARTNNBRJEIECUTIVE YJ td OFi ndato y In N R'EXCLUpED (Mandatory In NH) - If yyaes dt3s ,ibe Und r DE5CRPTION OF OPERATIONS beksW PI 1 k 1 STATU- 1 10TH- TORY UNITE ++ FR E.L. EACH ACCIDENT $ EL..DIS1 AS - EA EA P1 EMPLOYEE $ E.L. DISEASE - POLICY LIMIT' $ ;C SURETY BOND. as 673 7/9/2012 7/9/2013 BONDLNrr 100,00% DESCRIPTION OF OPERA 'IO1+ I L.0e BONS 7'V.EHICLES #A* c1iA 101, AddtUonal Remar1 SchedUI , if mete Pace to requil d) CERTIFICATE HOLDER (305)7E6-8972 CANCELLATION City cif 'Miami. Sbores village Building Department 10050 NE 2nd *venue ;tami Shores,,, Fi, 3313 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE EXPIRATION .DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE.POLtCGY PROVISIONS AUTIORUZED REPRESENTATIVE Cheryl Fzartcl /FONGC ACORD 25 (20113105): 1N5025 (20-1005) .01 The ACORD :.n f982-2010 <ACORD I; ORPORA'flON. and logo ar tered marks.of lA03RD !rights r A Miami Shores Village ° �``CE1'VE • JUL 19 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 7.24-12_ An Ic,- FBC 201 BUILDING Permit No. (ti1SrA —t 3S I PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ,ADDRESS: tS i i )1 City: Ma th\ Miami Ski r Polio/Parcel #: % 1 3 0 6. 0 3 `4 ` Is the Building Historically Designated: Yes ROOFING J l County: Mi..ami.Pade Zip: 3 3 i ?S o DSO NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Q i" '- t 't, I c .one#: Address: S''-‘ `l Ai y , j S - City: r iG r1.<'. d\cce,.5 State: rt-" Zip: 3 3 l Tenant/Lessee Name: } I � Phone#: Ftnail: ( , CONTRACTOR Company Name. Address: Phone #: 5141 • SPSS' �C7 City: w `P State: 1::" 1. --- Qualifier line: State Certification or Registration #: -3,S 4 a a' - Phone #: C. (o Q 0 :- 3 -SSj / Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone*: Value of Work for this Permit: $ t4' (.. ' Square/Linear Foo of Work: c 9 o q , Type of Work: ZIAddition OAlteradon n- New epair/Replace ODemolition Descri �1 ion of Work: 0. Lit - 5i l i fi Color thru tile: * * *** ** * * *W * ** * ** *air * ** * * * * * * * * * * ** *F x *.pp* * ** ***** *x *** * * ** * * * ** **ass * *** * **** * Submittal Fee $ Permit Fee $ / /eO 4P3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DB1 R S Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ _ Structural Review $ TOTAL FEE NOW DUE $ (e lo 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. X 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition w 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 ;even (7) days sifter the building permit is issued In the absence of such posted notice, the inspection will not be # proved and a reinspection fee will be charged Signature It er or Agent The foregoing instrument was acknowledged before me this / t The foregoing instrument was acknowledged before tthis 13 day of . Ttx ify , 20 [ 2., by I-1 �? v� b r I+ . & cI c day of 20�i,, by who is personallyy kn^ . or who has produced who is personally own to me or who has produced As identification and who did take an oath. Scgnawr /DC,t-SQ Contractor • NOTARY PUBLIC: Vt Sign: 24catt4t- Print: _ice My Commission Expires: LAURA LEE STORY i = MY COMMISSION 3 DD 828922 EXPIRES: November 27, 2012 , Bonded Thru Notary Public Underwriters # *tk****ok*elag*Vs**** ****** *** ************ APPROVED BY as identification and who did take an oath. Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07/10/07)(Revi l 05/10/2009)(Revised 3/15/99) NOTARY PUBLIC: Sign: Print: My Com -sio RIME i 4 ANGELA YOUNG .4 MY COMMISSION 8 EE188835 EXPIRES April 12, 2018 Zoning Clerk APPROVED Miami Shores Village ZONING DEPT BLDG DEPT BY DATE SUBJECT 0 C(.MPI JANICE WI VH ALL FEDERAL STATE A 36" X 80" REPLACE DOOR IN 1 OPENING ONLY. ECG JUL 9s, ow van OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 1 36 1 80 20.00 4 38.2 1 -41.6 FL12769.3 55.0 1 -55.0 0 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 IN 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 = 12 FT 3 IN ZAMORA RESIDENCE 847 N.E. 99TH STREET NEIR 1-1441AP1I, FLORIDA MIAMI SNnQ.Es DOOR REPLACEMENT PLAN 04/09/2012 - 4:42pm gabrlels F: \01 Project Res \_2010- MPS\400 Wind Charts\. ,Reference \00 -MPS10 -400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING Mean Roof Het ht INTERIOR ZONE 4 PRESSURES DESIGN PRESSURES (PSF) - ZONE 4 10 15 Tfibuta 25 Area • F 30 0 - 15 ft 16 ft 17 ft 18 ft -44.0 +40.6 -44.6 +41.1 -45.1 +41.6 -43.0 +39.5 -43.5 +40.0 -44.0 +40.5 .2 +38.8 -42.8 +39.3 -43.3 +39.7 -41.6 +38.2 -42.2 +38.7 -42.7 +39.1 19 ft 20 ft -45.7 +42.1 -462 +42.6 -44.6 +41.0 -45.0 +41.4 -43.8 +40.2 -44.2 +40.6 -43.2 +39.6 -43.6 +40.0 21 ft 46.6 +43.0 -45.5 +41.9 -44.7 +41.1 -44.1 +40.4 22 ft -47.1 +43.4 -45.9 +42.3 -45.1 +41.5 -445 +40.8 23 ft -47.5 +43.8 -46.4 +42.7 -45.6 +41.8 44.9 441.2 -41.1 +37.7 -41.7 +38.2 -42.2 +38.6 -42.7 +39.1 -43.1 +39.5 -43.6 +39.9 -44.0 +40.3 -44.4 +40.7 IV 24 ft 48.0 +44.2 -46.8 +43.1 -46.0 +42.2 -45.3 +41.6 25 ft -48.4 +44.6 -47.2 +43.4 -46.4 +42.6 -45.7 +41.9 26 ft -48.8 +45.0 -47.6 +43.8 -46.8 +42.9 -46.1 +42.3 27 ft 28 ft 29 ft 30 ft 32 ft 35 ft 40ft 45 ft -49.2 +45.3 49.5 +45.7 -49.9 +46.0 -50.3 +46.3 -51.0 +47.0 -51.9 +47.9 -53.4 +49.2 -54.8 +505 -48.0 +44.1 -48.3 +44.5 -48.7 +44.8 -49.0 +45.1 -49.7 +45.7 -50.7 +46.6 -52.1 +47.9 -53.4 +49.1 -47.1 +43.3 47.5 +43.6 -47.8 +43.9 -48.2 +44.3 -48.8 +44.9 -49.8 +45.7 -51.2 +47.0 -52.5 +48.2 465 +42.6 -46.8 +43.0 -47.2 +43.3 473 +43.6 -48.2 +44.2 -49.1 +45.0 -50.5 +46.3 -51.7 +47.5 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 55 ft -57.1 +52.7 -55.7 +51.3 -54.7 +50.3 -54.0 +49.5 60 ft -582 +53.6 -56.8 +52.2 -55.8 +512 -55.0 +50.4 -44.8 +41.1 -45.2 +41.4 -45.6 +41.8 -45.9 +42.1 -46.3 +42.4 -46.6 +42.7 -47.0 +43.0 -47.6 +43.6 -48.5 +44.5 -49.9 5.7 -51.1 +46.9 -52.3 +47.9 -53.4 +48.9 -54.3 +49.8 -42.7 +39.1 -43.1 +39.5 -43.6 +39.9 -44.0 +40.3 -44.4 +40.6 -44.7 +41.0 45.1 +41.3 -45.5 +41.6 -42.3 +38.7 -42.8 +39.1 -43.2 +39.5 -43.6 +39.9 -44.0 +40.2 -44.4 +40.6 -44.7 +40.9 -45.1 +412 -42.0 +38.4 42,4 +38.8 -42.8 +39.2 -43.3 +39.5 43.6 +39.9 -44.0 +40.2 -44.4 +40.6 -44.7 +40.9 -41.7 +38.1 42.1 +38.5 -42.6 +38.9 -43.0 +39.2 43,3 +39.6 43.7 +39.9 -44.1 +40,3 -44.4 +40.6 1 50.6 +46.4 -51.8 +47.4 -52.8 +48.4 -53.8 449.3 -50.2 +45.9 -51.3 +47.0 -52.4 +47.9 -53.3 +48.8 -49.8 +45.5 -50.9 +46.6 -52.0 +47.5 -52.9 +48.4 -49.5 +45.2 -50.6 +46.2 -51.6 +47.1 -52.6 +48.0 0 H-• m REMARKS INIT ISSUE REV- ADJUSTED HEIGHTS DRWN GSS GSS CHKD TSB TSB EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) right 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -51.5 +39.0 -50.0 +38.2 - 48.9 +37.7 - 47.9 +37.2 - 47.1 +36.8 -46.4 +36.4 -45.8 +36.1 -45.2 +35.9 „ 16 ft -54.4 +40.6 -52.2 +39.5 -50.7 +38.8 -49.5 +38.2 -48.6 +37.7 -47.7 +37.3 -47.0 +36.9 -46.4 +36.6 -45.9 +36.4 17 ft -55.1 +41.1 -52.9 +40.0 -51.4 +39.3 -50.2 +38.7 -49.2 +38.2 -48.4 +37.8 -47.6 +37.4 -47.0 +37.1 -46.5 +36.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 +41.6 +403 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 S -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 19ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9 +39.5 -50.0 +39.1 -49.3 +38.7 -48.7 +38.4 -48.1 +38.1 21 ft -57.6 +43.0 -55.3 +41.9 -53.7 +41.1 -52.4 ;. y�fL.lfj, s � -51.4 xe7, ■ : _;; -49.2 -48.6 +38.5 -58.1 -55.8 -54.2 - ^ e �? +{ 6 -49.0 22 ft +43,4 +42.3 +415 t. i 4 , .i9.2 +38.9 23ft -58.7 -56.4 -54.7 "�� `i) I , 0.1 49.5 +43.8 +42.7 +41.8 + r � q . .. Ii b +39.2 -59.2 -56.9 -55.2 5 2 ' %. -50.0 24 ft +44.2 +43.1 +42.2 +41.6 +41. =_ ..2 +39.9 +39.6 25 ft -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 .9 - -• - +, - ^.,e,� s 1 IT; 0.4 9.9 -60.2 -57.8 -56.2 -54'°k `, `g""` °a te„ -50.8 26 ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -50.7 +45.3 -58.3 +44.1 -56.6 +43.3 -55.3 +42.6 -54.2 +42.1 -53.3 +41.6 -523 +41.2 -51.8 +40.9 -51.2 +40.6 ft -612 +45.7 -58.8 +44.5 -57.0 +43.6 -55.7 +43.0 -54.6 +42.4 -53.7 +42.0 -52.9 +41.6 -52.2 +41.2 -51.6 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -575 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 -62,9 -60.4 -58.7 -57.3 -56,2 -55.3 -54.4 -53,7 -53.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -541 +47.9 +46.6 +45.7 +45.0 +44,5 +44.0 +43.6 +43.2 +42,9 `B, 40 ft -65.9 +49.2 -63.3 +47.9 -613 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45.2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 45 ft -67.6 +50.5 -64.9 +49.1 -63.0 +48.2 -61.6 +473 -60.4 +46.9 -59.4 +46.4 -58.5 +45.9 -57.7 +453 -57.0 +45.2 50 ft -69.1 +51,6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 55 ft -705 +52.7 -67.7 +51.3 -65.8 +50.3 -64.2 +49.5 -63.0 +48.9 -61.9 +48.4 -61.0 +47.9 -60.2 +47.5 -593 +47.1 60 ft -71.8 +53.6 -69.0 +522 -67.0 +512 - 65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05/12 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE "ALTERATIONS, ADDITIONS, H:GHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE 1, TABLES ARE INTENDED TO DEFINED AS THE r .� -.•�r t USE OF CRITICAL C• • +„ 2. TABLES VALID 0 3. TABLES VALID F ' •,,,,�1!}, -'4•„� LESS THAN 10° SHA 4, IDENTIFY THE B CANNOT BE IDENTI 5. ALWAYS ROUND !_.�• r .* 6. CALCULATE THE TRI v THE SPAN LENGTH (HEIGHT) M• ' ^' -11 THAN OPENINGS ON RD rS�wn AREA OF AN OPE �`° �`, • ' �i°3` BE USED. ALWAYS RO • °�; ",�;('° jai.,.... TRIBUTARY AREAS TH•' B +SH D USE: MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS ••,• WN VARIABLE AS DESCRIBED BELOW. r' I� THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ¢ATM RAL M MULLS. IF THE TRIBUTARY "6• CRITICAL (10 SQUARE FEET) SHALL 0 THE I FCSER TABLE VALUE. FOR LARGER °'"�" �' • GEST PUBLISHED VALUE. 7. 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. 8, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE W1TH CODE. 9. 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. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN 1S 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 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VAUD FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 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. 4. THIS SPECIFICATION 15 INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES ANDCOR•. -.'+ !ING WIND VELOCITY, EXPOSURE, AND OTHER N . :. •?rive.e_• ND VERIFIED BY THE GOVERNING NTY FOR APPLICABILITY OF TABLE COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF OI1RH, WHICHEVER IS SM • l;r r•v QF LEAST HORIZONTAL DIMENSION OR 3FT (1 t E ^' QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT 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 #9885 Florida BufthnQ Code online R Busines Profess! Regulation BCIS Home 1 Log In 1 User Registration 1 Hot Topics 1 Submit Surcharge 1 Stets & Facts 1 Publications 1 MK Staff 1 8(35 Site Map roduct Approval USER: Public User Product Approval Menu > product or Application Searf > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL12769 -R1 Affirmation 2010 Approved 0 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 fix @jeid - wen.com Technical Representative Steve Saffeil Address /Phone /Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext 2900 stevesa @jeid- wen.com Quality Assurance Representative Address/Phone /Email Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Maas ASTM E330 2002 ASTM E331 2000 TAS202 1994 Links ! Search hftp://www.florklablikEng-Orgiprffir_app_dti.aspx?paraM=wGEVXQwtOgsmFBCODh9XI2Q22Q112137I7bMOIEkFSPeDL%2b1M2NhsWad%3d[6/14/2012 2:07:10 PM) Florida Building Code Online D I 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 ®NO QN /A FL12769 R1 CDC SA12769 sinned and cert.od( Method 1 Option A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/16/2011 12/18/2011 http: / /www.floride lding.org/pr /pr_ app_ dth espx? param= wGEVXQwtDgsmFBCODh9Xi2Qz2Q1iz137i7bm0iEkFsPeDL %2b1MzNhsQ%3d°lo3d[6 /14 /2012 2 :07:10 PM] Il '.': �,"<.srt+.7 ,.� .e '..?'. ` °}d. k;'. '....air �iAti,.,." '�3'`' � =✓ -, -R .'A YR y `4+<.:% ?� . ' low'�'s?: 12769.1 ' Steel Wood Edge Glazed Door 12' -0 x 6' -8 ", Glazed, Steel, Wood Edge, Inswing Door System Rh and without Sidelites ( Limits of Use II Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX/XO, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions. Since product does not meet water infiltration requirement for HVHZ, it must be installed per overhead requirements as identified in Sec. 4410.2.3.2 of the Florida RBC. Certification Agency Certificate FL12769 Ri C CAC NI009887- R1.PDF Quality Assurance Contract Expiration Date 03/31/2013 Installation Instructions fl 17769 Ri II 1W712008.PDF Verified By National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL12769 R1 AE Rot 756MD. Inawino Anchor Eval.odt Created by Independent Third Party: Yes 12 `ft9.2 Steel "Wdod Edge Glazed -Door 2' -0" x 6'-8 ", Glazed, Steel, Wood Edger' inswing Door System with and without Sidelites I unite Q Approval for, APP tv for %$a lin Dcs�IF1► P Vii. Prad C X1t XX ust •meat water ovet$ie use In i(VHZ: Yes :l Vlat Yes is ,. Can a _ lied in The .:DX/,X{t, {7X0 XX,'' nflguratlons Per In llatlon Instructibns sailed 4' ithl Surface Betts, Since pr _ct does not Rr ion requirement for HVHZ, its be'Installed utretn Os at Idenntifled in Sec, 4410.1 3,2 ofethe Certification Agency Ceaiiifr ate F1j769 Ri C SA1', NIO¢9Z ft1 ➢ ) Quality Assurance Contract' Exp)ration Date 03131/2013 a tion Instructions Fl 1270 Ri .t1 lyit7178fIRIP131 Verifttet,141 i.Accredtation B Menegernen I+ tute, Created by .Independent Third bitty ' .' Evaluation Reports' pi 12769 Ri A$ Rot 756MD Ipswina AnJor l` Created b :tilde ' en . ent'Third Pam : fe`s '. 12769.3 Steel Wood Edge Glazed Door 12' -0" x 6' -8 ", Glazed, Steel, Wood Edge, Outswing Door System with and without Sidelites Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/ -55 Other: Product Can Be Installed In The X, OX/X0, OXO, XX, OXX/XXO, and OXXO Configurations Per Installation Instructions. Certification Agency Certificate FL12769 RI C CAC NI009887- R1.PDF Quality Assurance Contract Expiration Date 03/31/2013 Installation Instructions FL12769 RI II 1W252008.PDF Verified By National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL12769 Ri AF Rot 754MD. Outswinn Anchor Fval.odf Created by Independent Third Party: Yes I Y. ; - e k - • ;7 ■ i x n - az o, .:.. ..p „l "; 9 , s'r q fig. Q , with and without Sidelites t t9tn4 of USe Api roved for use in ii31HZa Yes ouieide i1Vt1,Z; Yes Im a fit IVp` gike +66/ 66 Othera Product tap Be instyalled In The X,- OX/XO, OXO, XX, : �{XO, nail, LikXO'.Configucae Per'Lnstatlatlon Inst ctitins, tutdust Be': #tt illed'.With Stlrfere Bolts: Since product does. of , m twat lniii atlon, requlrettlentfor }Wig, it must-be- installed' i#de Zrd requirem a ents s Identified Irt,See. 4410:2.3,2 of the ertifCatiott Agency Certificate Ft1.2769 Iii C' cC,_i 1009887 -R1 .PDF Quality Assurance cook 03/31/2013 nstatlation Instructions. 4,12769 R1 ,3)`.1W25Z008 PCB Verified By: National Accreditationn & Managernenf In ste, Created-by 'Independent -Third Party , Evaluation Reports `a - ,, r ' ■ 4% a r: n ai Created b Independent Thrrd Pa http: / /www.floride lding.org/pr /pr_ app_ dth espx? param= wGEVXQwtDgsmFBCODh9Xi2Qz2Q1iz137i7bm0iEkFsPeDL %2b1MzNhsQ%3d°lo3d[6 /14 /2012 2 :07:10 PM] Floifida Building Code Online rnmart Us :: 1940 North MQnr,QQ Street. Tallahassee FL 32399 phone: 950 -487 -1824 The State of Florida Is an ANEE0 employer, Copyright 2007-2010 State of Florida, :: Pnvacv Statement :: [kccessibility Statement '' Refund Statement Under Florida law, a -mall addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electrontc mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at ye ebmaster(adbor.state.fl.u5. Product Approval Accepts: http : / /wWw.floridabuilding.orgjpr /pr app_ dd. aspx7 param= wGEVXQwtDgsrffEk0 Dh9kI2Qz2Q1fa137i7bmOlEkFsPeD IA2b1MzNhsQ %3d %3d[6/14/2012 2:07:10 PM] BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 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 #: FL12769 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging 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 STDS. 12769.1 JW232008 756MD N1009887 -R1 03/31/2013 TAS 202 -94 ASTM E 330 -02 ASTM E 331 -00 12769.2 1W232008 756MD N1009887 -R1 03/31/2013 TAS 202 -94 ASTM E 330 -02 ASTM E 331 -00 12769.3 JW252008 754MD N1009887 -R1 03/31/2013 TAS 202 -94 ASTM E 330-02 ASTM E 331 -00 Page 1 of 2 BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com 12769.4 JW252008 754MD N1009887 -R1 03/31/2013 TAS 202 -94 ASTM E 330 -02 ASTM E 331 -00 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. 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). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROIJ 2011.12.16 16:25 31 - 05'00' ��HtsairU,�i • No 0 *. • • • — AO '' TATE OF 14 :to F •. Page 2 of 2 NAMI NOTICE OF PRODUCT LINE CERTIFICATION Certification No,: NI009887 -R1 Page 1 Date: 05/17/2009 Revision Date: 07/06/2009 Certification Program: Structural Company: Jeld -Wen Code: J -104-3 The "Notice of Product Line 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 products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Jeld -Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Lane: Jeld -Wen's Wood Edge Steel Entry Doors Test Report: NCTL - 110 - 11987 -1 & NCTL- 110- 11988 -1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of wood with all corners coped and butted. The head/jamb corners were fastened with three (4) 16 ga 7/16" crown x 2" long staples per corner. The threshold was attached to the side jambs with three (3) 16 ga 7/16" x 2" long wire staples and (2) #8 2 -1 /2" long screws at each end. 1,2 Door Panel/Sidelite Construction: Each door panel was constructed from two (2) face sheets of 24 gauge (0.021" minimum) galvanized steel and an internal expanded polystyrene foam core. 13 Sidelite Glazing: The overall insulated glass unit was comprised of two (2) 1/8" sheets of clear tempered glass. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684 -5124 FAX(804) 684 -5122 Certification No.: NI009887 -R1 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: ODL 2.2 Astragal: Endura Ultimate Hurricane 2.3 Sills Endura ZOBL4566/Endura FOB4566A Section 3: Additional Supportive Test or Acceptance Data provided with Certification Documentation included: 3.1 Surface Burning Characteristics of Building Materials, ASTM E84- 08, Dylite Expandable Polystyrene, Intertek Report Number 3113726SAT -001 Rev.1. 3.2 Standard Test Methods for Tension Testing of Metallic Materials, ASTM E8-08, Steel Door Skins, ETC Laboratories, Report No. ETC -08 -056- 21686.0. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAM! at (757)594 -8658. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 TEL(804) 684 -5124 FAX(804) 684 -5122 NOTICE OF PRODUCT CERTIFICATION. Company: Jeld -Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product Jeld -Wen's Wood Edge Steel Doors w/ or w/o Side-Lites (w/Wood Frame unless noted) Certification No.: Certification Date: Expiration Date: Revision Date: Specifications Tested To TAS 202 -94 /ASTM E283-04/E330- 02/E331- 00/AAMA 1304 -02 NI009887 -R1 Page 4 05/17/2009 03/31/2013 07/06/2009 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMPs Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration In -swing or Out -swing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Missile Impact Rated Test Report Number Drawing Number & Comments XXOIOXX Double w/Sidelite I/S or O/S Glazed 9'4" x 6' 10" +55/ -55 No NCTL- 110 - 11987 -1 /110. 11988 -1 Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW252008(1- 12)/3W232008(1 -12) XXOIOXX Double w/Sidelite US or O/S Glazed 9'4" x 6'10" +66/ -66 No NCTL- 110 - 11987 - 1/11011988 -1 Max Panel Size: 3'0" x 6'7"/Daylight Opening: l'9" x 5'3" w/Surface Bolts Installation Details: JW252008(1- 12)/JW232008(1 -12) OXXO /OXXO Double w /Sidelites I/S or O/S Glazed 12'5" x 6'10" +55/ -55 No NCTL -1 1 0- 1 1987 - 1/1101 1988 -1 Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolls Installation Details: JW252008(1- 12)/JW232008(1 -12) OXXO /OXXO Double w /Sidelites US or O/S Glazed 12'5" x 6'10" +66/ -66 No NCTL- 110- 11987.1/1 1011988 -1 Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: 3W252008(t- 12)/1W232008(1 -12) 77 . National Accreditation & Management Institute, Inc./4784 George Washington Memorial Highway, Tel -(804) 684-5124/1ax -(804) 6845122 !i NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Jeld -Wen Exterior Doors 3737 Lakeport Boulevard Klamath Falls, OR 97601 Product: Jeld- -Wen's Wood Edge Steel Doors w/ or w/o Side -Lites (w/Wood Frame unless noted) Certification No.: Certification Date: Expiration Date: Revision Date: Specifications Tested To: TAS 202 -94 /ASTM E283 -04/E330- 02(E331 -00 /AAMA 1304 -02 NI009887 -R1 Page 3 05/17/2009 03/31/2013 07/06/2009 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertitication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration In -swing or n,.r�vulna Glazed or Cbra so. Maximum Sint Design Pressure p nv t. Missile Impact uatati Test Report Number Drawing Number & f'lini "'tli X Single 1/S or O/S Glazed 3'2" x 6' 10" +55/ -55 No NCTL --1 1 0- 1 1 987-1/11 4.1198$ -1 Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW2521 + : 1 -12 : 1W232+ c 1 -12 Single r or O/S PUN . r 'To •• •t Max Panel Size: 3'0" x 6'7"/Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW252008(1- 12)JW232008(1 -12) OX/XO Single w /Sidelite US or O/S Glazed 6'3" x 6'10" +551 -55 No NCTL -110- 11987 - 1/110 119884 Max Panel Size: 3'4" x 6'7"/Daylight Opening 1'9" x 5'3" w/o Surface Bolts Installation Details: 3W252008(1- 12)/1W232008(1 -12) OX/XO Single w /Sidelite US or O/S Glazed 6'3" x 6' 10" +66/ -66 No NCTL -110- 119$7 -1 /1 10- 1 1988 -1 Max Panel Size: 3'0" x 6'7'/Daylight Opening: 1'9" x 5'3" w /Surface Bolts Installation Details: JW25 tau: 1- 12.JW232008(I -12 OXO Single w /Sidelites US or O/S Glazed 9'4" x 6'10" +55/ -55 No NCTL-110- 11987 - 1/110- 11988 -1 Max Panel Size: 3'O" x 6'7"/Daylighl Opening: 1T" x 5'3" w/o Surface Bolts 'Details: 2008(t -121 OXO Single wlSidelites US or O/S Glazed 9'4" x 6'10" +66/ -66 No O- 119$701111041988 Nt;`li. -1 i4- 11987- 1f110- 11958 -i Max Panel Size: 3'0" x 6'7'/Dayliglu Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW252008(1- 12yJW232008(1.12) XX Double 1/S or O/S Glazed 6'2" x 6'10" +55/ -55 No NCTL -1 14. 11987 -I /110- 11988 -1 Max Panel Si ze: 3'0" x 61 "/Daylight Ope1W g: 1'9" x 5'3" w/o Surface Brits Installation Details: JW252008(1- 12)11W23200$(1 -12) XX Double US or O/S Glazed 6'2" x 6'10" +66/ -66 No NCTL -11O- 11987- 1/110- 11988 -1 Max Panel Size: 3'0" x 6'7" /Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW252$ n . -12 JW232008.1 -12 National Accreditation & Management Institute, Inc./4784 George Washington Memorial Highway Tel- (804) 684- 5124/Fax- (804) 6843122 NAMI AUTHORIZED SIGNATURE: r JELD''�+1�JEN® 31343/4 STEEL DOOR SYSTEM 2222.0171.1191E14g1fll 90f5914KM. 1. THE PACO= SHOM 13104 IS DEW= TO COMPLY NM DIE CURRENT 00193 MEMO CODE (03) BASED 04 DE 51340 MW satE0 OMB MECUM MAE RC MS BEEN 044411001 IN ACIZEDANCE WITH SI.S 312-94 MW ASID E330 2. EttPOtriatt21 auto ey OTTERS. MUST 55 ANCHORED PRCIPOLY la TWISTER LOME TO THE STRUCTURE. 3. PROMOS ANIEHORS 5K481. EC AS USTEO AND SPACED AS SHORN ON OEMS. MOOCH 0301M88T TO VASE MATERIAL SNAIL BE 11003 515.1. OIESSINC 01 S1UCCO. 4. CESIVED REM 888)40 SEE TABLE 1. PATE 1. 5. fl OEDA MPFZED IIPACT SONCE SHUTTERS ARE RECTIMED 8. SCALE HEED ON 1137 VW SOE. iganntIE FACE SHEDS MIS CUED 10 THE CORE MO IAC ADRESSE eaffierryfleaCORE 003328 OF 1-1.25 POUND omen ewe owl ma. 3 CONSTRUCTED 24-61505 (.021. 1610881) cootAmee SEEL ME F sure ARE wg 6W OVER 5548 1.e28 RIDLELHFOWED SAUNEED 25-CAUTE .01fir 1.0• LW DAM= VESEBt LINEDJATIUS MW TOP RAIL teetrxiane BOTTOM RAIL OF STEEL. THE WOOD LOOK BLOCK IS 1.888 X 3 114/81712'. VMTETISZ11E ROME MSS O NEM ME i OR0. *10 SILL 3 CORMISED CF A flIMP.ME 130P01 MOM SEAtED UMW SILICONE A983 000031E WOOL 14/ 3.11141311 CIADISHIL FASTENED U1423 TOUR 18 CA 7/16- 2" 14815 STAPLES PER COMER. BOTTOM COMERS ME COPED. BUTTED. SEWED USING WIXOM AND FASTENED USHO THREE 18 CA. 7/1e. X 2 Lem STAPLES PER COMER. DE W00% MULUDNS ME FASTENED THROWN THE KM MIS SAL UM FOUR f8x2-1/2 S0RE13 PER ENO. A 5111 1401.48 15010321 87 5548 CENTER OF THE STU. .4140 A EASES COERTS INURED TO MEW THE BOTTOM ASTMS& ROLT. 3/4* 11514815 DRILLED AT THE CENTER OF DE TAME TIVIO AND A MEAL STEM PLATE 3 FASTENED MO TWO 11 X 1 1r2 SCREWS TO ECIDUE THE TOP ASTRMAL BOX. EACH MU PANEL 3 SEWED 1)410 5548 • TRME USHC MN 18 GA, 7/1e 2 r iota swum POI SEE =MID 8* AND 30- EADH 03 FASTENED THERM+ THE JAMES. ALL KELM J0030 AND THE FOOD PTR1114E 3014RY DE SEAM 11 HE N1EOR 4/40 EI 058411 MCCUE. :t 1, I BELSZEGEME. 37 1/4- MAX. *0855 88811 39 ve MX. MEL 853114 4 148 1/r 425 0161854. *1181448 350)14 74'4515. DOWSE FRAME TER11 1/4" MAME pues. EOM 4 37 1/e MUL MAME WEAN 39 3/e MAIL PANEL IMOTH 11.1FTEW MAL POST (OPTION 1) SURFACE BOLT SEE NOTE 3 TEST SPECIMEN COMPLIES WITH THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL-110-ines7-t TEST DATE 31mtept 9 • 8 1/04 0 418 N•P MMHG& 1111611-1.1117 00 mG NON-ImPACT) DESIGN PRESSURE RAMC ?"2/4 CF Et 1pawr301 It 1=1 iE : a wow BoLTs YOH SURFACE BOLTS POEM (HI ± ) ±8 NECATIW *55 *811 *65 NOTE: 1- ALL VEAS FROM EXTERIOR. 2- MULL POSTS & DOUBLE HACK JAMBS ARE INTERCHANGEABLE. (SEE OPTIONAL. CROSS SECTORS) 3- SURFACE MT NOT REQUIRED FOR APPUCARONS OF OP55 OR LESS Ds 1/8/09 seAra/Er .1 -0" Hat_ en S. PREY DIUSte t034 JW252008 AddendumMPLAMI Catimekm No.: al evi Reind*. Dale t / 4 U. 6 5 0 0 1 1 . * R A W 6111n _3? 1/ 4 ' M . 74' NNI. mow •tlrm COME RtV*6 WON _36 3/4 WX. 72 1 4 tMZ MTH DDU IE '+YEl. iFmiM ,tr M. C66 M& t1w16160114 3? 1/4 MAC. 37 1/2' 1604_37 ye r UAL_ RV3A/a Ron1 MAME ,from PI 10 1H PNft, VOIR PAM. 160151 0 0 jgr 06.0. 151014 •1 dr i BUM TR; U(4ff OOx OR 600 4 Magi FRAYS b‘1011 7 M 72 1/4 WX. PM6. 11YRn 35 3/6. 611141 1 UNIT Oxx Xx0 tsA LMlff xx NM LnnT ax OR xo 1) ,4 ,ML pCST (OPMN rettl1B yUU. COMM 1) TRI UNIT OXO \M T H ='-iESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL -110— r+rt—T TEST DATE 3(c(3f 1- ALL VMMS FROM EXTERIOR. 2- MULL POSTS & DOUBLE BACK JAMBS ARE RDERCHANOEASUL (SEE OPTIONAL, CROSS SECTfOAS) 3- SURFACE BOLT NOT REQUIRED FOR APPUCATIONS OF DP55 OR LESS taas< 01/08/08 SCALP 3/8'm1' -0` etc. er WBD ors. tat S. FRE( JW252008 sitar 2. or _11 111 ewa t "" /N 70NLit:9 i OUAD UNIT OXX DNA! UNIT ax OR xQ TRt UNIT O XXe VNOI F 4tENT UNIT X TEST S„ :; :� EN COMPLIES WIMP' kitil 6io DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL- 110 - m i-, TEST DATE ail !a9 0 CO °) CO ate. Zocv - c0 ur- NOM 1— ALL VIEN/S FROM EXTERIOR. 2— MULL POSTS dt DDUHUE HACK JAMBS ARE INTERCHANGEABLE 3— SURF OPTIONAL T NOT CROSS EQU SECTIONS) APPUCATIONS OF OP55 OR LESS Me /08 /09 Ovat3 /E '1 as en WHO OK me S. FREY $W252008 smart cp FRAME INSTAUATION Aft tAali ; kr WOOD VERTICAL CROSS SECTION SIDE-L1TE TTPL WOOD FRAME INSTALLATION 1 1/4 N. LATCH SIRE CROSS SECTION SURFACE 8OLT, 1YP. 111Itar.:srwEwinfilall.n=a11.0=4"..,..411111111111111111111111171111 IIERITEESYLLTZ731 ,IMET4721111111111EMIL741111 11EIRETAI, 41rmr,111:5721:7"-.7717513,31.074111111.111111111111 111111V1117. .1111 DAITAIWYZWIT:SIT76,WDDIFP111111011111111111111111CIARIM „:11.MAIR 111111t7LALIAI,h1o:eitainflINIFir-11 11-41 RginiTS7PIEL7.3.:.:7.3.1111111110=IR IFFIRETAE6.■ 41111E1=11 EEWEKffcs4T01lZrrrL.1!.kozlirr'T6,-wt:___,_WT.IinWINIRVIT.;.tf.::T:1i num StilfflEOPThivAR.R=AIDIIIIIIIMIIIIM11111111111111110,1111111 RillriTii7Rams4-:r7110,1/41Emri, EFRD370R-ITriciTliElvini.iyrzsifsm,,zamENNWIMMINIRii 1WFJ ;11171I".7T17.1111111 rimarat.F4i-Littortnr..7-im. EMI :-EI-V,I11111"/L ,3",-111111167.07311111111 103112:14171:4111. -ini11111111111111111111101111111111F17411111 LPTAIL=1101.3RLetivA.,...ALL!,,RwELL!L*11111111 AFTIVEII77,7-41E •=111 It.111114 Vitraro • • .ainEWTTAIN., kiltir,:r.,7%;;*ivic417 leirwmo .4101 ....,11•111111111111111 A-525 0,01APL F.Mk.utqL1 itiniiov....titi..uni.LirewAy.A111=11111•1 irArwis.4.-14,,i,R.1111111111111111111111111111111111.1 Filk,A!sllt,04......aity.:Lar...q...i....a.iik'AIONIIIIIIIM111111,■ FI Ira 1101=1.11110F7111 VIMILW.gifix-wo,i .41••011111•1 Fri In,-1:11.4as.-tArZiA!.:.:111:21.111=1671111.111111.P11111111 -111111111111111111111111111111111111 OlUita.i.'au_ki1•111111111.1111W1Mial -..711MEraLltskifel -111111M11111111 InlipAV.A.IL'iltzikikaLAW...A11111111i111111111111111111111111 .1111111CMIIIIN TEST SPECIMEN COMPLIES WITH THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL-110-1198,4 TEST DATE sitlool ° D'atroa. 2:41VBEit en S. FREY EWE! 52008 Addendum to NM (AtilcaijonNo. NjoD Reviewed Br Dale Rodent lax 2 5/8" MIN 2 5/8" IUN. Ark /AM, • tA. 2 wr MIN. 2 5/8" MIN MASONRY INSTALLATION 41131 Ikhj Zyl$11, 1,11,, 102, Lik 11101, !JA.S.r ' ONTAL GROSS SECTION FEST SPFCIMEN COMPLIES C)VEFOICAL CROSS sECTiON SIOS-1117 To2. MASONRY INSTALLATION F hoer Jum :a- WITH THESE DETAILS. ANY DEVIATIO \I IS NOTED EPOAT NO. NCTL-110- tottodEST DATE 1(910R Certica Ike No.: Nitalw Rotel Dale / g col/O8/O8 CCM& ass. an wSn au S. FREY Como tat 2528 0 .Isar .;0 "4,1" 7 at a. MASONRY CONSTRUCTION DBL BACK JAMB AT =ELITE ouru Rase a ECMIt W000 CONSiRUC110N RIMDOR 1/4' MI,N SHIM SEE DETAIL MEET 10 1� . .,'f ♦ 7 y':,,.w .1 *It h ICY CONSTRUCTION NOTES: 1. FOR ANCHOR SPACING, SEE SHEETS 8. 9, 10 & 11. 2. SPACING FOR 123 FROM TOP DOWN: 8'- 2✓r- 50r -73 3. ASTRAGAL SCREW PATTERN SPACING FOR 113 FRQ14 TAP DOWN: 1/2', 2', 3 1/2', 20; 24 3/4 ". 39'. Certification No.: All aj S S� WW1 Br. S ;4/0 ma001/08/09 riCILO at en S. FREY ICU JW252008 star .L '12.. TEST SPECIMEN COMPLIES WITH THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL- 11O -tI 7 -1 nto 48 TEST DATE x1(464 Certification No.: All aj S S� WW1 Br. S ;4/0 ma001/08/09 riCILO at en S. FREY ICU JW252008 star .L '12.. .EffiE3128 1 TO 4 - of INF SIDELITE AT MUU. POST SEE NOTE 2 01-) SEE = NOTE 2 nano (11)14131120tOal CROSS sEcnom V./ SIDEUTES AT MULL POST SEE DETAIL A stiEzr 10 (11 t41-4., 14600A SIDEUTES AT DBL BACK .14143 1 1/2" EME a VW et ( N1 11)% AI% .11441)=S e ' 00 SHIU 4" MAX WOOD CONSTRUCTION TEST SPECIMEN COMPLIES WITH THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL-11O- ;i-i TEST DATE stMcgt ii)14oRrzcztrAt. moss seczzt 1...7/WLSONRY CONSTRUCTION IRMES: I. FOR ANCHOR SPACNC, SEE SHEETS 8, 9. 10 le 11. 2. SPACING FOR f23 FROM TOP DOWN 6",-20r-506*-71r. a. Asnwm. SCREW PAWN SPAOND FOR #I3 FROM TOP 00WN 1/2% 2% 3 1/2". 20% 24 3/4% 3V". emo1fos/011 SCA.Ca W80 ow- ea S. FREY Mani Iftk: 4W282008 siva .2_ er AudbliontANA N I L By %tat ,dr?1,19 SRC KVA.A SKr. II ANG°HORING LOCATIONS OUAO UNIT MIRO 3' 1w .. rTTP. Sa OeMA. a SIM SEE SCPS. A SNt ANCHORING 1 OCAT'IONS TR! UNIT OTIN SEE OCWI. 9R. 5 IETJ_C LD TEST SPECIMEN COMPLIES WITH THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL -11 Q- t -t TEST DATE 3Sr9la� I. CORRUGATED STAPLES TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MODEL (SEE SHEET 8) +f - -r. FOR TOTAL OF NINE FASTENERS PER Ste. 2. ALL VIEWS FROM EXTERIOR 3. CORRUGATE) NAILS ARE UTILIZED ON DOUBLE RAM JAMBS oNLY. OMIT NADS ON SOLID MULL POST CONFIGURATIONS. 1we01J08JO9 soutveto '—o" cert. el MD aat am S. FREY IMMO aua JW252008 :o.: N166 2-4- SEE 017S6 92 0 i'3w . �STF- II 11 +r- /.'8FE_ IrU iA 11 l 11 DAM UiM+� 5 ELITE SID0 L ®; SCALE: 1/2" •1 -O" ESQ' SPECIMEN COMPUES WIT-1 THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NCTL -110- a -t TEST DATE 8katot y3 t U *IL FS wore � 1 1 1fli t 11 11 SCALE 1 a1 -o' 8 > OLTAII. o 8X21/2' TYP. SCREWS DETYIt. C - MULL POST SCALE: 3" =V -0' DETAIL 0 - DOUBLE BACK 4AN8 SCALE 3' -1'-O' DETAIL A DETAIL 8 SCALE 3 SCALE: 3' =1'-0" NOTES: 1. CORRUGATED STAPLES TO EE APPLIED ON 80TH INTERIOR ARO EXTERIOR SURFACES AT SPACING SHOWN ON OXXO MODEL SHEET 8} +/-1; FOR TOTAL NINE 2. ALL VIERS FROM EXTERIOR 3. CORRUGATED NAILS ARE MIMED ON DOUBLE BACK JAR18S ONLY. oar NAILS ON SOT ID M U. POST CONFIGURATIONS. Adders:kat NM Daman ,o: M,49 gq- t%n r or O1(O8/49 scA2AS NOTED oe . ac W8D au wa S. FREY owwm.n rave JW282008 NtH $_ oA F28010Va. A. 9tt G 41• G LOCATIONS 3/ r •a- L G W£AT11•1 AIl l WIilI tl SCALE: 3 A 102 SNt. 0 7r� F a- VTR 3" 111 b b 1 1 P. o- SRC 00141.A 91G Y SIR. 9 �ase�li ANCHORING LO W / 1 SI[SE7 It SCALE 3/8" .1 - -03%8' .N1� -0" eX 3/16" C —SINK. NOTE 1 1—USE 10 WOOD INSTALIA1ON SCREW W 1.50" Mgt EMBEDMENT WHEN AUJNG INFO WOOD AT FEAD et .IAMBS. • 2—USE #8 x 2 1/2" P H WOOD SCREW WHEN INSTALLING DNTO MULLIONS, \` 3 —USE 1/4" 1114 TAPCM1 ANCHOR W/ 1 1/4" Mai EMBED. WHEN INSTALLING INTO MASONRY SUBSTRATE AT 510EWE SUS. DETAIL — 4. SCALE: 114 .1' -0" TEST SPECIMEN COMF 1a3T13: 1. CORRUGATE, moo WPM TO RE APPLIED ON BO1O OME R OXXO MOM [SEES SWEET 6A)�+ / -1'. R TOTAL O PURE 2. All MIS FRO1/ OOETSOR S CORRUMTED M419 ARE IRREZED ON OOUBLE SACK JA/OS OM1Y. OUT WU OR SOLID UM POST 0014fIDURXDOSS. LIES WITH THESE DETAILS. ANY DEVIATICN I5 NO 1 to REPORT NO. NCTL -i 10- TEST DATE 3frik g 0 M 0 z 0m01/08/t AS NOTED BY% WBD cox DA S. FREY Jw2320o8 sir ]Q„ Drat Catikikett: �[innyyJB1- P-4 Went SII OWL 4 MIL • t-s• m. -I 3' m. 1— s' TIP. ads E SlICe•C- ® 1� agitagympmpag_ou coo. Tm.—y ANCHORING LOCATIONS SINGLE OEM a SM. 9 SEE OWL set a r f1f- A'Ht11 I Iti SY-DFl l f mot le tn..— eaetS14T. eo MEGIAIMAssiftg c o Reviewed Bar. Rite Reriewet NOTES: 1. CORRUGATED STAPLES TO 8E APPUEO ON BOTTi METEOR AND EXTERIOR SPACES AT SPACING SHOWN ON 01X0 MODEL (SEE SHEEP 8) + /-1'. FOR TOTAL OF tBNE FASTENERS PER SIDE. 2. ALL VIEWS FROM EXTERIOR 3, CORRUGATED NAILS ARE UTUJEEO ON mum Bea( .IAMB ONLY. OMIT NAILS ON SOLE/ MULL POST CONFIGURATIONS. ti Niee s- 5- Ao-/ e5 ogtoT /o8 /oa mast 3/8" —T —O an en S. FREY aa: .1W252008 s:EET IL or i r^ -..' . >p:= IMEN COMPLIES - ! 3 ri THESE DETAILS. ANY DEVIATION IS NOTED REPORT NO. NC-1...-110-It iv-1 TEST 3 k c7 DATE ket Niee s- 5- Ao-/ e5 ogtoT /o8 /oa mast 3/8" —T —O an en S. FREY aa: .1W252008 s:EET IL or i rJJli -.4 1/2 T -,- •° imcdtAla—Rmagal2m' SCALD r S surf HIND£ 4x4x12 GA, FhN]I IRA OLf1SYlpgP TNftF�101 n SCALE 3' =1'-0" MALL. SCALE 3• a1-0" 11 11/18 - f_ s =1'_0" L T- F-- 3 1/8" —1 r!r / • //. %fj /`: % /jai 6. AJ ON P1 SCALE 8 -- 3/4" !— 0 - @SCALE e6" ..1t SWEEP ' 1 6" 1,7.3125" ASTRAGAL MATERFAL COLO ROLLED STEEL BOLT ZINC & YELLOW CHROMATE 3/4 ---( 4=j 1--1 3 /8' SCALE 3" =1' -0" E— 2 7/6' —i 2`� SURFACE 801.T STRIKE PI ATF mf SCALE 6"..1.-0" a saes or 2 AIL( G.:1001/2. 1.1 1/ 3/ ®SURFACE 601T SCALE: 3" .11.-0" ® ES13.6461 16UALESANG SHRESE10L0 SCALE:6 �i' --0" .T----r > T --1 1 11/18' TTOPCHRML ASTRAGAL (ENoURA) Q)9 S @1`-0 o6063 -T8 &OMUTA SCALE 8" ■1' -0 I-1 3/4' -1 RNER PADS . 6• -1' -0a ARAM. MULL POST 'exSCAIF: 3 " =1• -0• 5CACE 3 =1 -0 J18tE 6ACIt JAMB SCALE: 3" - 1'--0" REPORT TEST SPECIMEN COMPLIES WJT; -t f HESE DETAILS. ANY DEVIATION NO. NCTL TEST DATE IS NOTED -11O- 11/31 -i sb'?b3 o4'm 1/8/09 scR AS NOTED ffeL WHO aac ma S. FREY 2008 o1 again b retifiraionNa: X1004 8q' 4 Rif 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 Outswing Steel Door" for Miami -Dade Building Code Compliance Office Approval Report No. 754 11 Category: Doors Sub — Category: Swinging Product: Wood Edge Outswing Steel Door Material: Steel / Wood Product Dimensions: 149" x 80.875" Prepared For: JELD -WEN, Inc. 3737 Lakeport Blvd Klamath Falls, Oregon 97601 Prepared by: Kristina S. Daugherty, P.E. Florida Professional Engineer # 68455 Project Manager Jamie Linn Rabatin Date: 05/20/2009 Contents: Evaluation Report Pages 1— 3 Installation Details Pages 4 — 9 Appendix ICristiria` ': Dfiti h' Itty, P.E. Florida Flo. 68455 Cert orks works FBPE Certificate of Authorization No. 28520 Date: 05/20/09 Report No: 754MD Manufacturer: JELD -WEN, Inc. Product Category: Doors Product Sub- Category: Swinging Product Name: Wood Edge Outswing Steel Door Non - Impact Rated Scope: This is a Product Evaluation Report issued by Kristina S. Daugherty, P.E. (FL # 68455) for JELD -WEN, Inc. Limits of Use: Kristina S. Daugherty, 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 Drawing No. JW252008, signed and sealed by Kristina S. Daugherty, P.E. (FL # 68455) 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 require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW252008 require further engineering analysis by a licensed engineer or registered architect. 5. See drawing JW2521 for size and design pressure limitations. Performance Standards: The product described herein has been tested per: m TAS 202 -94 j(rist %a S. Dat%her`P,I Florida iob6 55 'Age tif 9 /A\ Cer Works dt works FBPE Certificate of Authorization No. 28520 Date: 05/20/09 Report No: 754MD Referenced D • 1. Product Testing performed by National Certified Testing Lab Report #: NCTL 110 - 11987 -1, Report Date: 04 /06/09 Installation: 1. Approved anchor types and substrates are as follows: A. 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. B. 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. C. For two by (2X) wood frame substrate, use #10 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. Refer to Installation Instructions (JW252008) for anchor spacing schedule and more details of the installation requirements. Design Pressure: Glazing: PRESSURE RATING j /DESIGN j�� WHERE WATE REQUIREMENT ISFNEEDEDN WITHOUT BOLTS WITH SURFACE BOLTS POSITIVE 55+ 66* NEGATIVE 55 66 Note: Unit shall be installed at location protected by overhang such that the Overhang (OH) Ratio = OH Length / OH Height Is greater than 1.0. Glazing A: 1" Overall consisting of: 1/8" Tempered 3/4" Air Space 1/8" Tempered Glazing 8: 3/4" Overall consisting of 1/8" Tempered 1/2" Air space 1/8" Tempered .K S a is S D u ert , r 684'55 °F..age .3 of 9 CertWs rks ...It works FBPE Certificate of Authorization No, 28520 Date: 05/20/09 Report No: 754MD Installation Method JELD -WENS Inc. "Wood Edge Outswing Steel Door" 37 1/4" MAX. FRAME WIDTH 35 3/4" MAX. 35 3/4" PANEL WIDTH 11- 148 1/2" MAX OVERALL FRAME WIDTH 74° MAX. DOUBLE FRAME WIDTH 37 1/4" MAX. FRAME WIDTH 36 3/8" -1 r 35 3/4" MAX, PANEL WIDTH Quad Unit OXXO 111 1/4" MAX. OVERALL FRAME WIDTH 37 1/4" MAX. FRAME WIDTH 35 3/4" MAX. PANEL WIDTH 74' MAX. DOUBLE FRAME WIDTH 35 3/4" MAX 36 MAX PANEL WIDTH PANEEL L WIDTH W/ ASTRAGAL 63 1 f8° MAX. DLO Elevation - Tri Unit OOX, XOO, OXX, XXO, or OXO Atha eDaugl- erty;;P, • "-Florikfa 'Wet: 6$455 °.Pag&4;Qf 9 Cer , 11" W rks ...It works FBPE Certificate of Authorization No. 28520 Date: 05/20/09 Report No: 754MD • 74" MAX, OVERALL FRAME WIDTH 72 1/4" MAX. PANEL WIDTH 36 3/8 - MAX '35 3/4' MAX PANEL vitom PANEL WIDTH W/ ASTRAGAL 21 1// 1/8" •DA.O. AIDTH Elevation - Dual Unit XX, OX or X0 to 37 1/2" MAX OVERALL FRAME WIDTH Elevation - Single Unit X KtiAjni$. Qaugherty, ,P,t. FIdN 68455 ' Nee:. of 9 Cert orks AJ FBPE Certificate of Authorization No. 28.520 Date: 05/20/09 Report No: 754MD 105° MAX OVERALL WIDTH 74" MAX DOUBLE FRAME MOTH 36 3/8" MAX 35 3/4" MAX PANEL WIDTH PANEL WIDTH W/ ASTRAGAL 15 1/2° MAX, FRAME WIDTH 14° MAX. PANEL WIDTH Elevation - Quad Upit mil Sidelite OXXO 68 1/2" MAX OVERALL WIDTH 37 1/2" MAX FRAME WIDTH 35 3/4" MAX PANEL WIDTH 15 1/2" MAX. FRAME WIDTH 14 3/4" MAX. PANEL WIDTH Elevation - Tr! Unit w/ Sidelite OXO Kristhla Daugherty,P FiOriOa 44o: 68455 Odie "6 of 9 CertWorks orks 9t works FBPE Certificate of Authorization No. 28520 Date: 05/20/09 Report No: 754MD ci fAlEr 6" 3" 6" Trp rh3" TYP. 11 11 11 11 11 1 —11" —204" —30" —393" —49" —583" —68" Anchor L tons - Quad Unit OXXO 6" TY?. —► 6" TYP. -- 3" TYP. 3" TYP. r- -r► Anchor Locations - Tri Unit OOX. XOO, OXX, XXO, or OX t=risti is s ugT hy, Florido. 6$465 Page,7- of 9 Cert r s ... it works HOE Certificate of Authorization No. 28520 Date: 05/20/09 Reporc No: 754MD 3 rL9 Anchor Locations - Dual Unit XX, OX or XO fro:, 3� n 4r Anchor Locations - Single Unit X Kristfna 5.,t aughertji;•i� E Flprlda No:. 68455 page 8 of 9 • •I CertW tSi rks tt works FRE Certificate of Authorization No. 28520 Date: 05/20/09 Report No: 754M0 • • I l• e4" I • • I .L _ "" *. 1 1 1 TT' ,2 —ir —20r —39r .....-.49- 4-1-771- s 1 t i 1111 1 II 11-1 I L .... ..- i Anchor 07. '1 tions - Quad Unit w/ Sidelite OXXO 1 .1 Anchor - Tri Unit w/ Sidelite OXO • ':,.. krittina S. pa,ughqM6 FlOrldo*I\lo...:54455 . • ; ' " Page. 9 of 9 .-- d Krizti.vo S. Da tashertu, P.5. 1117 Covington Street, Oviedo, FL 32765 PH: 407,644.6957 FX: 407.644.2366 Prod ct Evaluation Report " 40* Os Tated Steel Door Outswing Wood Edge 149" x 80.875" 36.937" x 79" Project: MD-P-09-0512.2 Report 8: 754 Date: 5/20/2009 tiriAttiiret Tit As JELD-WEN Window and Doors 3737 Lakeport Blvd Klamath Falls, Oregon 97601 Pli: 541. :4 2.3451 FX: 877.535.3462 National Certified Testing Laboratories Five Leigh Drive York, PA 17406 Tel: 717.846.1200 Fax: 717.767.4100 1.0" 0.A. insulated Glass consisting of 1/8" Tempered - 3/4" Air Space - 1/8" Tempered Glass. 3/4" O.A. Insulated Glass consisting of 1/8" Tempered - 0.5" Air Space - 1/8" Tempered Glass. 21.125" x 63.0625" Steel/Wood -7:42COIA, 17 • it 6606%thi.MtatIZZUri; See reference drawing Notes skeet 1 for installation Instructions and limitations. This .roduct COrn, with the HI. V - Hurricane Zone KV, testin.: earnests. JW252008 For wood frame substrate, use #10 Wood Screw with 1.50 In of embedment. For CMU substrate, use 3/16" ITW Topton wtth 1.25 in of embedment. Head/Sill: 6" from corners and one at the centerline of each panel (whth concentration of anchors at locks and sIdelite Joints. refer to drawings) Jambs: 6" from corners and 17" MAX O.C. for all substrates. Siteelmen Numbor Slze Tested Structural Load ASTRA 8330 Water Resting= ASTM 047 Air Infiltration 8283 Test • Nal. 110-11987-1 Dated: 04 06 2009 149 " x 80.9 149 " x 80.9 149 " x 80.9 3&6 w/ Botts + 82.5 PSF 82.5 PSF + 99 PSF 99 PSF + 82.5 PSF 82.5 PSF + 99 PSF 99 PSP + 82.5 PSF 82.5 PSF + 99 PSF 99 PSF 4.5 PSF 4.5 PSF Passed Passed 3.13 PSF PSF 4.5 PSF Passed Passed 4.5 PSF + 55" PS • 55 PSF + 66* PSF 66 PSF .4. 55" PSF - 55 PSF + 66" PSF • 66 PSF + 55" PSF - 55 PSF + 66" PSF • 66 PSF • , , •• Used: YES X NO (As ..er IdeRnes for HVHZ for Dade County: • • . •.: _Pa Under the limitations of the attached drawings, and to the best of my knowledge and ability the above window/door product conforms to requirements of the 2007 Florida Building Code. *Note: Unit shall be installed at location protected by overhang such that the Overhang (OH) Ratio OH Length / OH Height is greater than 1.0. PAProfectsVeldWan\ M-DV•40÷09-0512.2 (Wood Edge OntswIng Steel Entry Doors)\DOCS1754-Steel Door Anchor Cola - 2009-05-13 ,D,,ktistlistv*P.E._ ..p,torida-Np:+664.5s Page 1 of 6 KristiAnst S. 111.7 Covington Street, Oviedo, FL 32765 P11: 407.644.6957 FX: 407.644.2366 FL: MD-P-99-0512.2 it it 754 Date: 5/20/2009 Product Evaluation Report JELD-WEN Window and Doors OutswIng Wood Edge Steel Door Main member thickness: Side member thickness: Mode I. Mode I, Made II Minimum penetration: Embedment: Allowable Design Fastener Type: Average Diameter Cantilever &stance: Moment arm; Allowable bending stress: Actual bending stress: Combined bending plus stimm zl zu 527.25 lbs 263.63 lbs 179.12 lbs 0.15 In 0.171 in 0.13 In Main member dowel bearing strength: Side member dowel bearing strength: Screw bending yield strength: Mode 91m Mode III, Mode IV Penetration Factor Duration Factor. OA, 44. ■". Fb 60.0 1:51 f= 37.4 ksi 1b/ft )+(fv/Fv)* 1.00 z 1.00 Maximum design value In cantileven901K:titm###Or; Minimum anchor 1#000PVi154i0i, F., a 5,550 psi = 5.55 ksi Fvb = 80.00 ksi zma 195.52 lbs z.ma 124.67 lbs Zre 117.11 lbs ce 1.00 in C m'tIr:Tr;Vern ° Yield strength: Fy 80 ksi Ultimate strength: F„ = 100 ksi Allowable shear stress: Fv = 17.00 ksi Actual shear stress: fs. = 639 ks1 kristina baugheitv,P;E: , ' Florida No: 68455 P:\Prcecs\Je1d-Wen\M-Q\MD-p-O9-051j (Wood Edge Outswing Steel Entry Doors)\DOCS \ 754-Steel Door Anchor Calcs - 2009-05-13 Page 2 of 6 KristivIst 5. Ylert►o, P.E. 1117 Covington Street, Oviedo, FL 32765 PH: 407,644.6957 FX: 407.644.2366 FL#: 8tfi0- p- ce- ¢t512.2 Report D: 754 Date: 5/20/2009 Product Evai at°son Report JEWWEN Window and Doors Outswing Wood Edge Steel Door Fastener type: Substrate. Reference: NOS 2005 Main member thickness: Skie member thickness: Mode in Mode 1, Mode II Minimum penetration: Embedment Mumble Demon Fastener Type: Average Diameter: Cantilever distance: Moment arm: Allowable bending stress: Actual bending stress: A. 527.25 Ibs Z1= 263.63 Ibs Za= 179.12 Ibs 0.15 in 0.171 In 0.00 in Fb= 60.0 ksi fb" 0.0 ksi CrmilO led bentang plus shear (fb /Fb 3+(fv/Fv) = 1.00 8 1.00 Maximum design value in cantilever: i&:$ IbFts E anc r ��y.� 8 Minbntenealnt3sOrta 1Sr %; Main member dowel bearing strength: F „, = 5,550 psi Side member dowel bearing strength: 5.55 ksi Screw bending yield strength: Fpm 80.00 ksi Mode III„ Zap 19552 Ms Mode IIIB 7.a- 124.67 Ibs Mode IV Zw= 117.11 lbs Penetration Factor: Cp= 1,00 in Duration Factor: CD = Yield strength: Fy= 80 ksi Ultimata strength: F„ = 100 ksi Allowable shear stress: Fv = 1740 ksi Actual shear stress: f„= 17.00 ksi Krtstiqa S :.0au) here , R,6.`. ; Fib°rfde.No.-68455 P; \ProjectsVeld- Wen \M- D \MD-P- 09-0512.2 (Wood Edge Outswing Steel Entry Doors) \DOGS \754 -Steel Door Anchor Calcs - 2009 -05.13 Page 3 of 6 k.,rizttinzt S. DaRghertj, P.F. 1117 Covington Street, Oviedo, FL 32765 PH: 407.644.6957 FX: 407.644.2366 Product Evalu P-09-0512,: Report R: 754 Date: 5/20/2009 Von Report JELD-WEN Window and Doors Outswing Wood Edge Steel Door Fastener SUbStrate: ova) Reference: NOA #03.0114.03 Minimum embedment: 1.25 in (Minimum edge distance: 2.63 Allowable Design Velum • iitrIt4rat Fastener type: Shank Diameter: 0= 0.171 In Cantilever distance: 4„.,:rr4 in Moment arm: 0.1.3 In Allowable bending stress: Fb= 69.00 Ica Actual bending stress: fb 43.73 Its' Combined bending phut shear: ( fb/cb )4ffe/Fv) a 1.0 1.0 Mahn= deagfr vain carldievertIROI;vi': In w=r0,,,A01 4'417 Bending Yield strength: For 92.00 Icsi Ultimate strength: F„ 120.00 ksl Allowable shear stress: Fe r. 20.40 ksi Actual shear stress: fy = 7.47 Icsi MInInumn anchor capacity: Kristihe,S. Deugtferty, P.E. . Florida 'Fdo, 68455 P:\ProJecsJeJdWen\M-0\Mpp.00o3112 (Wood Edge OutswIng Steel Entry DeorsADOCS 754-Steel Door Anchor Ulm - 2009-05-13 Paie 4 of 6 Kristtsve .s. Dat.teliereu, P. e. 1117 Covington Street, Oviedo, r 52705 407.644.6957 372407.044.2956 RD: NM-NW 05174 Refer:at 754 DotO* 5/20/2008 act Eve8uatiora Repo !ROMEO Window cod Doan Outoraino Wood Edo Rod Door AftalletraftodtaplogatoatM 149.00 37.25 87.15 37.35 9725 Window Total Ana; 149.01 8434 (AS • elate) (11.430 00101,3000 anchor oftrottig \ Al Ad A ..44 / \ Al / A2 F — H — —I — — —I A2 AA Al5 A Ae /c / AI \ / A4 \ ,./ A4 \/ Al \ J. J. 37.25 87.15 37.35 9725 Window Total Ana; 149.01 8434 (AS • elate) (11.430 00101,3000 anchor oftrottig 37.3 37.23 windowToisl ftnuc 3725 37.22 8893101116gaisamEgSpjoggnuanagm 149.00 84.64 \ Al Y,,,YA.YA.Y A Ad A Ad /\ Al / YAS A6 Ae — -I A2 AA3 A Aej A AG A / Al •,, A4 \ / A4 \/ Al \ J. J. 37.3 37.23 windowToisl ftnuc 3725 37.22 8893101116gaisamEgSpjoggnuanagm 149.00 84.64 37.25 Window Tad Aral 3725 37.25 8404 oaten oressure: 6G0 Pal cal Lam Pfte) From Corner Distance to ***Pot .0 134.0 IEL1111 83/ 5,9,3 4,4 7 '1 11:11111111 1311:011 in° 53.0 IVIIKEIHEMEIEZZEIME1111 wood Al A Ad A A4 YAS A6 Ae / Al '‘,/ A4 ....../lAd i \ ./ Al 37.25 Window Tad Aral 3725 37.25 8404 oaten oressure: 6G0 Pal cal Lam Pfte) From Corner Distance to ***Pot .0 134.0 IEL1111 83/ 5,9,3 4,4 7 '1 11:11111111 1311:011 in° 53.0 IVIIKEIHEMEIEZZEIME1111 wood :.;ti.'..r5 i,'-X4..'''''' ?.4:A,', ftaftwily -;;;,....iii'4.*.Niii■ikVr•". :$:7.."..:6:..;,...,"..,1kii.4.V.;;4:A"'.',41?:Ki labranda of knalaffation: Wood 0.16o maws: 36.0 paf rano 0.C. rot, Pa) !Wont EIIIIIMINIEZEMISEIEZEEMEMEEMIEMEHEIZIE MIK= 539.3 ffSMEEPIII 48.7 EFBE WEI Ell 827 539.3 FIUM NA 11132tillE NE= El la 11E231 EVIVAIESIIIIIEma wan= El 8" 5313 WA =MEW EIECE111112211,74111101111EZEMS10,110111 Oft 016 Sobsuato of Outdid:low Wood 0154 5435355 96,0 pd Ott (ft/ Load Ps) Froeft Aftebor Como ftOd. 0.C. Diatom 4=113 04) 04038) Uft) A, 10 122 147 Ai KEEIEWEJ 4.0 Mal 14-- IEE 107.6 E FITMEEMEINENEMENIC:111 Norm Th. !doges on thoJamba provide *Mad support, nurobar of anchors reandos ot S. C0100'1004 Width Un) toad Oanatanco Area (A9) pas ASTFO moo- ed (Pd) 'LW Insulated 0113535o5 is,opond - 3/V 50 Spoca Teraparad alms 212 .1 93 a 203 3/4*0.4. Cross oft ur wad •• OS Pk span Tannaared Glass. 1 53.1 0.3 209 • 46 iit5**440)..9 • '*2. „ •••°, ;Fp ji‘it4." 4r#971**1 • ".14-' P0*****96).15W44-3404,050512.2 (Woodectsa ecandna /*edema OnolaWaa031794-91.100a,mthor Cato • 071005-13 ' • . ! • •• ••••• CrisletirS. Oatigfterty, Novae NO:68455 Page of 6 Kr.stiwA S. rAu.gYlertu, P.G. 1117 Covington Street, Oviedo, Fl 32765 PH: .1610-WEN Window and Doors Outswing Wood Edge Steel Door Procedure: The tributary areas are Identified and calculated These results am used to calculate the maximum pressure that th0 product can withstand without exceeding the allowable stresses or deflection. The minimum of these results is selected and defined as the design pressure for the product Mullion stress Is calculated In accordance with FBC section 171455 For practical purposes the design pressures are capped at 1 &Opef. Also, the pressures obtained per allowable stresses have a 1.6 safely factor. These calculations comply with the 2007 FBC. EX: 407.644.2566 Product Evaluation Report Fla: MD -P-09- 0512.2 Report is 754 Date: 5/20/2009 Mahlon kNorm on: Mullion part number. LVt. Mull Post Material: Wood Modulus of Elasticity: E = 1,740 kel Allowable Bending stress: Fb = 8,000 psi Moment Of inertia: I - 15.7221 1n4 Section Modulus: S = 6.0484 1n3 Area calculation: Al Area: A1= 18.26 f Fiberstress coefficient Kn = 8.84 Deleofon coefficient Ka, = 84.8 Maximum design pressure: Per bending capacity: Db = 161.1 psf Per deflection (1/180): Da = 90.2 psf Design pressure limit, i:.. ?. 1 0:4 psi Max. Design pressure:::::':,'; 002 psi -08 -06122 (Wood Edge Outtraing Steel Entry Doore )113OCS1761- Steil Door Meter Cake - 2009-0613 81.8 Kristina'S: Daugherty, P. t:. Florida No. 68465 Page 6 of 6