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WS-13-2010 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198505 Permit Number: WS-9-13-2010 Scheduled Inspection Date: October 28, 2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Door Replacement Job Address: 119 NW 110 Street Miami Shores, FL 33168-4320 Phone Number Parcel Number 1121360030550 Project: <NONE> Contractor: KIS CONSTRUCTION SERVICES LLC Phone: (786)975-5750 Building Department Comments REAR DOOR REPLACEMENT(EXTERIOR) Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 25,2013 For Inspections please call: (305)762-4949 Page 5 of 17 �T t.0 � I b ED q,; 3 Miami Shores Village sEP 0 4 2013 Building Department BY: 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 BUILDING Permit No. PERMIT APPLICATION Master Permit NaZda i� Permit Type: BUILDING ROOFING JOB ADDRESS: //q At 110 s r City: Miami Shores �C°ounty: Miami Dade Zip: Folio/Parcel#: 1 / 1 !? 6 006 0550 Is the Building Historically Designated.:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 262 4e° r isir/'A AX 0 Phone#: 7 � Address: K a *1760 City:Ad4,0d State: f � Zip: Tenant/Lessee Name: A)IO N 4C Phonek A)A Email: CONTRACTOR-Company Name: _ �� Qf)As+rm4 tID11 S ' t/6 CdPhone#: Address: OMEd oaco UJq s City: VA l l State: F C_ Zip: 3-w73 Qualifier Name: -J oaA X ° GPI Phonek State Certification or Regiisstration#: C67. 15 1141 ?) Certificate of Competency#: Contact Phonek �g�`�l - �� Email Address: /y���/rag lea;!' DESIGNER:ArchitectlEngineer: Phonek Value of Work for this Permit:$_ ' Ello ,quare/Linear Footage of Work: 9 Type of Work: ❑Addition Iteration 1]New ORepair/Replace ODemolition Description of Work: r - C Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ P qME=-; 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 noticel of commencement and construction lien law brochure will be delivered to the person whose property is s ject to gtt chment. Als>, a crtified copy of the recorded notice of commencement must be posted at the job site for the first inspe on which ccurs seven (7) ys after the building permit is issued. In the absence of such posted notice, the inspection will e appov and a rein ecti� fee will be charged. Signature Signature � w`her or Agent Contractor The for oing'nstrument was ac owledged before me this The foregoing ins ent was acknowledged before me this day of ,20 a-by 15L day of �� ,20 0,by X who is personally known to me or who has produced o is person y ow one or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: Sign: Sign: UB Print: print. ® My Commission Expires: = PATRICm Rom My Commission Expires: COMMISSION 0 EEN703g �� �.. S ►y 22.2017 s ? M MM HEN#EE22 EXPIRE `� --"�;z_ MY COI�MISS410N#EE 221249 S3 S mbar 1 2016 s APPROVED BY �� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07 110/07)(Revised 06/10/2009)(Revised 3/15/09) Miami shores Village ♦SguR s Li Building Department .„ 111 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LpR�pA' Fax: (305) 756.8972 September 11, 2013 Permit No: WS 13- 2010 Structural Critique — Syed Ashraf 1. ON THE PLAN, SPECIFY SIZE OF THE DOOR. N.O.A# OF THE DOOR , NAME OF OWNER AND ADDRESS OF THE PROPERTY Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re-submittal drawings. Miami Shores Village N ,KC.193� yt Building Department Ron n � 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORIDp' Fax: (305) 756.8972 September 11, 2013 Permit No: WS 13 -2010 Building Critique Review 1. PROVIDE OWNERS NAME AND ADDRESS ON THE SKETCH. 2. SPECIFY THE SIZE OF THE OPENING AND THE PRODUCT APPROVAL NUMBER ON THE SKETCH Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Miami shores Village ' R R Building Department MEMO 10050 N.E.2nd Avenue Miami Shores, Florida 33138 � y Tel: (305)795.2204 �OR1D� Fax: (305)756.8972 /13 Permit No: � Pagel oft Structural Critique Sheet g x e STOPPED REVIEW Plan review Is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re-submittal drawings. Mehdi Asraf 't`v r: Q J J 1 1 J 5 .3't K � � yr t LVr\tiJP'ti b DE-DART—iENT OF BUSINESS AND PROFESSION -L REGUTL.nTION CONSTRUCTION INDUSTRY LICENSING BOP.R?J SEQ#Li2oeo1o13cG . . - LICENSE NBR 109/01/20121128067054 CGC1511413 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 SE R.R.k T, JU.k N P KIS CONSTRUCTIONS SER17ICES LLC 9980 S W 64TH ST MIAMI FL 33173-1440 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW DRIVER LICENSE CiASS'E S630-421-67-176-1 21 >a NV)tv- AT MIAMI. 33%'.3-©aN . Doe:X05 6-4"967 sac: 1,01:6.88 fop _ 1 4 TO2p*WC219 li4AE DRIVER Owr000n W a mots Patricia eomrawas ennamu to ary sobrrety tear ragwaO rn raw DATE(MMIDDM-YY) D CERTIFICATE OF LIABILITY INSURANCE 05/02/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS (III CERTIFICATE DOES NOT AFFIRMATIVELX,.OR NEGATIVELY AMEND, EXTEND OR ALTER THE gOVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING .INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _AMPORIANL_If_the certificate.holder..is.an.A0QIT10NAL,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 rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: ARI QUILEZ MONTERINY INSURANCE GROUP PHONE 1,AIC No:305-274-1158 9951 SW 62 ST E-MAIL ADDRESS: Ip(10M MIAMI FL 33173 PRODUCER CST INSURER(S)AFFORDING COVERAGE NAIC z INSURED TN :ATLANTIC SPECIALTY LINES I KIS CONSTRUCTIONS SERVICES LLC 9980 SW 64 ST D: MIAMI FL 33173 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE T=ERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADDL SUBR POLICY EFF POLICY EXP LIMITS LTINSR R I TYPE OF INSURANCE I POLICY NUMBER MMIDOIYYYY IMMIDONYYYI i GENERAL LIABILITY I I 04/04/2013 04/04/2014 EACH OCCURRENCE I S n nn X I COMMERCIAL GENERAL LIABILITY x PREMISES Ea oecunence I S I CLAIMS-MADE OCCUR CLP 2616890 MEO O L a. one Person) s 5 000.00 PERSONAL&ADV INJURY i S 1,000,000.00 �J GENERAL AGGREGATE_ 5 1.000.000.00 PRODUCTS-COMP/OP AGG IS 1 non n on GEN'L AGGREGATE LIM1,APPLIES PER: is I— PR I POLICY I 1 a F7 LOC COMBINED SINGLE LIMIT I S AUTOMOBILE LIABILITY (Ea atxrden0 F I ANY AUTO BODILY INJURY(Per person) S —7 ALL OWNED AUTOS BODILY INJURY(Per accident) S I(--� I I SCHEDULED AUTOS PROPERTY DAMAGE S ��----jj (Per accident) HIRED AUTOS S NON•OWNED AUTOS S EACH OCCURRENCE S i (UMBRELLA LIAB OCCUR F— AGGREGATE S 11 EXCESS LIAB CLAIMS-MADE I S i 1 DEDUCTIBLE S 7�RETENTION S T RY I TATU- WORKERS COMPENSATION IT AND EMPLOYERS'LIABILITY YIN E.L.EACH ACCIDENT S i ANY PROPRIETOR/PARTNEWEXECUTIVE❑ N/A OFFICERIMEMBEP.EXCLUDED? E.L.DISEASE-EH EMPLOYEE,S j(Mandatory in NH) E .DISEASE-POLICY LIMIT I S Ili yes,describe under DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks scbedute,it more space is required). GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE HOULD EXPIRATION DATE DESCRIBED BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.ANY AUTHORIZEQ.REPRESENTATI V E ©1988-2009 ACORD coAmORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD mum wt,,,mM'i ,�,`?Y. ti E a'n� 11-,xi'"• . J:s�•:? 4 i f 'a S ':d,•.:.i., ta`t n> y, t+ i, Y; rf:. l ,.-N"� ."yt .i'� E.t�,S. .•t,7i>t i�' .,' t ..� .. rci;,<.r'. T.S'r t�`P�-, -•:i? -5' �,;, 7 i:[ 5;- n•" r "• J j:.., ¢;',.s3 ,y k'v;:}yt:- t. •ct. ,3 ��. r. i+ � 6d .F. . c , r '� � .:a +} FTS ;•i fix• C sp� r d j a. 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I RLEASH ¢tf'T'¢ OUT rNri �AR� QILOVI /�NR R�7�Ift FQR.� � 4fRl��fi� Effirl4tDE i STATE Q('FLPRIpA' t tAt �RT�ANT PEPARTMIW OF FIN!►A1C�AA��.gl RVICES D(VISIQPfOFWPRKER 'COMPENSATION 0 PutsuePt to:(3hapter ,44b.dtll FS•t: aln:d ficer of icorPoretlon Who Cl)h1 TRUGTION IN II$TRX. elects exellgn front ttjls..chapler<I;y.,�irlq.`a geitftcate of election. CERTIFICATE OF ELEQTION T01 4 kXEMPT FAOM' FLORID1t S �-UhdeY thfS.Secttoo,inay not SpcoV ( bene fit oc ComparlSatlon tender this WORKERS'COMPENSATION LAy11 Q chaster y a - 1: - - EFF CTIVE: 09/tM/2p12 `` EXPIRATION BATE 09j02/2014 . Purgi►aht to=9hapter 940WIi) FS Ggriiflcates of election to be PERSQNi JUAN A SERRAT ezetiipti apply only pytthln the scope gf fhe,:business or trade listed on FEIN: 204452236 E the nonce.of election to III 204452236 . J. -to be x • DRESS: � t .0 1 �- .S. �c s o e e io em' D ':� a er 4 0 3 oti f n t NAME AND A •urs n to. h 4 I ! F e I BUSINESS P � ..1 . e P E t! p. .. . !�!. . I xIS CONSTRUCTIONS SERVICES lLC and call cateS of election t0 be exempt'shelf be sUbjet;Y to (evocation r 9980 SW 64 ST 1 f a4 any time af>:er the f ilin� of the notice or the,issuance of the t . 3 't MIAMI, FL 33173 CEtrtlfl0at6)'.fhe pefSGn named olt tlta;notice or,certificate no,logger meets the requlreinent5 of?this ;et ion=fgr.[ssuance of a;certlflcatq. 4he department'shall.-revoke a ,$rtificate!at:eny time for`°faliure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to 1tlRet the requirements of this i i- LICENSED GENERAL CONTRACTOR SBC1iOn QUES f IONS? (860) 40-1809 , GUI' HIPRE 4 Carry bottom portion on the job, keep,ktppet portion fad your 'records ! t r i .. - . OWC-252 CERTIFICATE OF ELECTION.TO BE,EXEMPT REVISED 01711 _!a tt WA s gg r a v�• „is., t it it I� �$'���+ a „t s A `a+a .6 ..t to �}t��z�? r�.,t�'.x G J S j.. L .�� i 4 �t a �. - t �- i a :�. � 4 t;,.c, t^ St.. �jX; 7 � c,,I� _:t � .'f .v�.. ty*+' r:,g+". j..s-..+q�' t�•,: _ li.�• 7 � f .t it3 A I C.<.n � 0 :�• J` R R .s, I ' I 14INm_TAK RECEIPT 2M3 FIRST-CLASS AAZI -' ¢STY-. 4 1 f OF FLORIPPA U.S. POSTAGE IrKP S S1�P 30,20" PAID T OE.QJSKAYEO AT PLACE OF IlW114m MIAMI.FL - UdT T0 0aU1+1TY'C0ba CK4pTER`SA-ART 9&10 PERMIT NO.231 582413-2 THIS IS NOT A BILL-DO NOT PAY RENEWAL BUSINESS NAME/LOCATION RECEIPT NO. 607261-5 KIS CONSTRUCTIONS SERVICES LLC STATE* CGC1511413 9980 SW 64 ST 33173 UNIN DADE COUNTY OWNER KIS CONSTRUCTIONS SERVICES LLC Sec.T pe of Business WORKER/S GENERAL BUILDING CONTRACTOR 1 :HIS IS ONLY A LOCAL BUSINESS TAX RECEIPT.IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR zONING LAWS OF THE DO NOT FORWARD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED LAW TNls F KIS CONSTRUCTIONS SERVICES LLC NOT A CERTIFICATION AW THIS OF THE HOLDERS OUALIFICA- .JUAN A SERRAT FIRES TIONS 9980 SW 64 ST PAYMENT RECEIVED MIAMI FL 33173 AWAMI-DADE COUNTY TAX COLLECTOR. 10/31/2012 09010085001 j { 000082.50 1111111 1111fit Ili)111 Ili i II 1 11111 IIIIIIII11 111 1111 Iiii I l 29 SEE OTHER SIDE 9 1 s- -%> O 14 ' -3y8- co fpsa y LU LU ® g J T u W J m � tz- uj � u r� 1&23 " Z 9 2 N FL !q SIV3-122 fn 1 4­ DOOR 3 0 x 8 0 .o N -R4 J'ELD-WEN 21 ' -83 KITC EN -. 8 -oy � m o d wA)t l2- "Z 2,v ,4 t.&v c' , l71T t o al S it.Lt, N ��Q17E �S - tt9 Avw 9 ' - 103/4 25 ' -3 8 Florida Building Code Online Page 1 of 2 F�flda Deparnentof BaS Home Log In User Registration Hot Topics Submit Surcharge stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines e� Profess, I Product Approval USER:Public User Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail ® FL# FL14569-R2 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived ❑ Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc @jeld-wen.com Authorized Signature Janet Gerard fbc @jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents @jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By �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. htt p://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg... 9/5/2013 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity : Yes `'No " N/A FL14569 R2 COC SA14569 signed and cert.Ddf Product Approval Method Method i Option A Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval Date Approved 12/18/2011 Date Revised 09/03/2013 Summary of Products FL# 1114odel,Number or Name Description 14569.1 Steel,Wood Edge Door 6'-0"x 6'-8", Full Lite,Single or Double Door,Outswing -LMI Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14569 R2 C CAC NI006255-R4.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/30/2013 Design Pressure: +60/-60 Installation Instructions Other. Product must be installed per manufacturer FL14569 R2 II 1W0509-03.PDF Instructions as stated on drawing 3WO50903 Verified By: National Accreditation&Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R2 AE PER 1398 6-13-11.odf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click bgre. Product Approval Accepts: ®OR SOCUA AILTRI" http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg... 9/5/2013 127 W.Fairbanks Ave. CertWorks ...itworks Suite 438 Winter Park,FL 32789 FBPE Certificate of Authorization No.28520 407.644.6957 407.644.2366 FX FX info @certwrks.com Product Evaluation Report Of Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL 14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N-3 Method: 1 —A (Certificate Method) Category: Exterior Door Assembly Sub —Category: Swinging Exterior Door Assemblies Product: Wood Edge Impact Glazed Steel OS Door Material: Wood/24 Ga. Steel Product Dimensions: 74"x 80.75" Prepared For: r E N s fi. �'.,� Jeld-Wen Inc. : Na 0 • 3737 Lakeport Blvd. HIamath Falls, OR. 97601 :- TATE OF • Prepared by: +�'•O�{�`SiC o A ti v �� +��• Alexis Spyrou Florida Professional Engineer#68101 Date: 6/6/2011 Digitally signed by Alex Spyrou Contents: Reason: I am approving this Evaluation Report Pages 1—4 document Installation Details Pages 5&6 Date: 2011.06.13 15:37:29 -04'00' Alexis Spyrou, P.E. Florida No. 68101 FL#: FL14569 CertWorks ...itworks 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. Limits of Use: 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509-03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509-03 for size and design pressure limitations. Alexis Spyrou,P.E. Florida No. 68101 Page 2 of 5 FL#: FL14569 CertWorks ...itworks Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E 330-02 • ASTM E 283-91 • ASTM E 331-00 • ASTM E 1886-05 • ASTM E 1996-05 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory,Inc. (FBC Organization#TST1589) Report#:NCTL-210-3195-1, Report Date:04/28/2005 Report#:SJW2011-070 Report Date:06/03/2011 Report#: NCTL-210-3195-1A, Report Date:04/28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization#:CER 1773) Certification#:N1006255-114 Miami Dade BCCO (FBC Organization#:CER 1592) NOA#:08-0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No.68101 Page 3 of 5 FL#: FL14569 CertWorks ...it works Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For 2x wood buck substrate, use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions (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 ...itworks Date: 6/6/2011 Report No: 1398 FBPE Certificate of Authorization No.28520 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door o I6"1— 16" I 1 4 U a io a o � m CO - - r2 Q �- U io I 1 37 1/2" to 6" � � 12 1/2" TYP. I I I I I 1 U d z d n p}}_ O �2 U_ - dd} F- 1 1 T T I T1 6" �.�12 1/2" TYP. 6"—►I 74" Alexis Spyrou, P.E. Florida No.68101 Page 5 of 5 A " NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NIQO¢255-R4 DATE: IQ/1M( CERTIFICATION PROGRAM: . COMPANY: JELD-WEN CODE: J-104-3 w REVISION DATE: 06/08/2011 The"Notice of Product Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this fora and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review,and advise NAMI immediately if data,as shown,requires corrections. j COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Exterior Doors JELD-WEN's"Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls,OR 97601 w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing: IG-0.125"Temptered Glass/Laminate- 0.125"Annealed Glass/0.090" PVB by Solutia/ 0.125 Annealed Glass Frame:W-6'2" Panel: W-3'1" DLO: W- F1 0" H-611" H-67" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure: +60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3195-1 (Structural/Impact)/NCTL-SJW2011-070 Expiration Date: SsRkmber 30,2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 TEL: (804)684-5124/FAX: (804)684-5122 I � NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI006255-R4 DATE: 10114!2005 CERTIFICATION PROGRAM: Structural - - COMPANY: JELD-WEN ' = CODE: J-100 REVISION DATE: 06/08!2011 The"Notice of Product Certification"is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMICertification.com. Please review,and advise NAMI immediately if data,as shown,requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN Exterior Doors JELD-WEN'S"Steel Wood-Edge"Double 3737 Lakeport Boulevard In-Swing/Out-Swing Entry Doors Klamath Falls,OR 97601 w/ODL Impact Glass or ODL Allen Frame and Endura Ultimate Hurricane Astragal Configuration:XX Glazing:IG-0.125"Temptered Glass/Laminate- 0.125"Annealed Glass/0.090"PVB by Solutia/ 0.125"Annealed Glass Frame: W-67" Panel: W-3'1" DLO: W- 1'10" H-611" H-67" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+60/-60 psf Large Missile Impact Rated Product Tested By: National Certified Testing 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)684-5124/FAX: (804)684-5122 J ® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR ` ~ os m 6-S OUTSWING SINGLE OR DOUBLE DOOR UNIT 74' MAX. OVERALL 02 C o°w UTILIZING COMPONENTS FROM ODL°INC.AND FRAME WIDTH a m o�M r ENDURA PRODUCTS INC. 37 1/2' MAX. O 060010 FRAME WIDTH 36 1/2' MAX. m PANEL WIDTH S Q a 35 3/4' MAX. W/ASTRAGAL t p w rn vt GENERAL NOTES PANEL WIDTH `� I A�.U.- y . x r.r rr6 PRaDIxT As DESrGA l rD cp�PLr wrrH rrrE CURRENT FLORIDA eurtL try jr"' E a" CODE f�1 BASE 014 TPX SIGNED AND SEALED DATE:WCf.UDWGHVHZANDHAB � � E aErnEVACUATeawrACCxxtDAxcEwrrxTxeFOCLrnv"ta: TAS21:44 ASn4E=-W --E;$"-M TAS=4a AS7ME39t•1/ ASTME199" 3 rA52W6 94 A$7WEPa3.9t rS � 0 20 1/2' ZO 1/2' 2 WOOD SUCKS BY OTHERS.k§UST 9E ANG+4ORED PROPERLYTO TRANSFER / -+ W D.L.C. MAX ci x 20 AX o = .L O.LO. d LOADS ro Ttff sTRLrcnrRE. 3 PRODUCTANCHOR SSHALLBEASLISTEDANDSPACEDAS SHOWN ON DETAILS. yx TS D.L.O. d W INACTIVE ACTIVE' ' ANCHOR E&WIN4ENT TO BASE WTEMAL SHALL BE BEYOND WALL DRESSMO 3 a 0 ORSTUCCO. writ O 6 DFS✓rn'EO PRESSURE RATMG SEE TABLE r PAGE: TS .� 3 O 3 < 0 4 Ad s.THIS PRODUCT Mt E a THE WATER REWR&AE-S FOR HIGH S ELOC/TY C C E c C a I HURRCAHE ZONE 11M / b �• 3 / b w z 6.PRODUCT DOES ND:RELXWE SHUTTERS 3 \ I O ., 4 m pOWN W2 RESIDE4rTIAr iVSULA TED STEEL DOOR (Common 10 alt Yarru ear�lrio+lsi DOOR LEAF CONSTRUCT M Fate sne . Z4 GA f0•+721'rrrin)th lrrte55.GaNantzrrd stee/A-526 il _ =mm QrC;al quanty AKDO per AS 714 620 With average f*IWnarrrY*'rd •t�-- $"ngth Fyf—)a3=,7psi A A A Core Des+cn: Expa^oed B>r�y�ale?1.0 m 1.25 ms dens!!)•.by J81dWe7 NC. 2 4 2 d 2 b Panel Consr.urtinn:The aces and inactive Aartat are o nV—d Yom 24 GA REF ASTRAGAL BOLT ITEM $ 12 11.42.'m01)gahMf red sleet The lace sheets at top and bm"era born SW o ref UNIT rxxj the tog and pudom revs The top ra!measures 1.0•t9gh x 1.688"aide.'re steal l t�LH77 STIA�UNIT/XJ - L a�C- oottom rag measures I.zT'rugrt x 1.688'adds.Tree sides of Ire tats meats are ro9 SCAL�L' f/P" =f•-0'• SCALB.' r/x• =s r-o•• 3;- farm=wo dre Latch a.•W hatga stiles whch measure t.a3•tVh x 1.668'aide.Tha D;giisify sighed by Alex Spyrou mta iw cavity s Wed w o 6ap&7dad po(ystyrena.The race meats are gruel 1"18 e1 r DOOR MWELS Af w=- Reason:I am approving btts z� erpareded poys!yrane.Tlra panels are cut out rot the"p+ ODL Ah—wm THE EXTERIOR ODE document z ALLEN trame.U-rts are glated afth tempered and ferule Nad imartt t'IG.On Date:2011.10.07 09:01.48. Z oeuple doer k pbcarians Me vtaCUve dew is fitted with art extruded altrmbtfarr 04W HSbaga 0!6%3.75 of .marwtactured by End ra. TABLE I DESIGN PRESSURE RATING Frame ConsYUttion. The"m--s are constructed df 5nMWnted glue lambs APFRWaED FOR use MIERE NOTES: PRO-EC-M FOR WATER � measuring 4-5V,6-x I-1;4-.1 no head jambs are n1YVSed and WIt Jcurad to WRLTtuTron is PFOUOM0 1 - ALL VIEWS FROM EXTERIOR. j Me s de Mmi)s.am attached with three i3)'6GA 7/75'Croam X 2'WV Ma Py.F 2 - FOR HORIZONTAL AN IN 1 X B;C+L CPTtON IN POsi{YE MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. staples or, each side.1 he threshhold is attached to the sbO jam with ane FsF three tat tBiGA 7.16"Lawn x 2*tong stapes on each srt&. NEGATIVE 3 - FOR VE !lAµ,��R IN 1 X BUCK OPTION IN Gazi ODL Insulated Ile is! ckness.Consisfing Of one(1) MA ��yr S_E SHEET 4 FCR DETAILS. p <0 cane of 0,t26'tempered giass:d5•air space:two(2)pares of 0.125' TABLE OF CONTENTS Q ' anneateC,,-1.09�Y PVB inteeayer by SwAa.Art ties are sandwiched DESGRI°TIDN ottE 2/5/08 SHEE-1# N�4110 glared•nm It*panels. TVPtCAL ELEVATIONS scAr:AS NOTED EAG 2 VERTICAL GROSS SECTION 8 BILL OF MATERIAL � : ;W Bt. -W 3 tK7RILON`AL CROSS SE^.T�.S Q• pet taS. SAFFE 3 OPTIO,AL'X$UCK IY MASONRY:CCT."ICRETE CROSS SE:TX3NS :S1• CTAi O`' :'u AL[xts SPra�r 'Q . 10-.•r1 �/ FLOMA P.E.NC.W'01 oaA aNO NO: 5 4T�CIWRING LCX:ATiOMS •�, ''' ♦ cLgr*vRNS.uC. o.: Jwosog-03 E r «OL1PQVc'yT.7i'T Aft$ '��F C R.•. G^ t� 1r,W.TAW 04 .-VL.278641➢ 'i v t` wPaeN oAOx,n srroc I OF 7 4r rQN ALEtA 5>SE'r � , 7 UNIT COb1PQNcHTC tt PBVF QAi Or•urx x0.30170 Ceti fic No.: All • _ Reviewed By • f?3'�ReGriewe�—re�ir�, - -- 1 MIN. t' MIN. Item DESCMPTION "Griot 1 4s 4 9 16 PINIE, to FWE *2 — 1* 1- MIN. 3 4-x 4- BUTT Hlogg jwux STM to w MIN MIN. MIN. ,I STEEL 4 19 . 1*131 11 1 19 35 5 010 PMLLFS lip mm I 1 2 72— 31tr 6 #10 X 2" TWAD wDoD 02 20 2 SCFEW 0 M 0 m C4 1 1/2- 1/4' MAX. 7 ft X 3'PMXIJPS FLATEHEAD a a sm 11 MIN. EMS. SHIM THK. 20 L 2 2 STEEL 0-1 1/4- MAX ASTPAGAL DOLT STRIKE STEEL a-"*—— ON WAD JAMB M-E SHIM THK* SEE DETAIL A SEE _L4_ 16 GcL T ir cow t SkT. 7 26 DETAIL A STEEL E 15 K*1IKSEr LOC!'' 1151�11!10S 4m SHT. 7 26 16 —KWW.SEr ovilliflo. SE-- 7W I 04DURA ULTIM 01 i ALLAMN" m:Wa 5-9 w I— -- ASTRAGAL -- "um At" 5 9 28 19 2x WOW 8= 20 NCIN tb�Wl 21 1 34 9 JO .s DW 993 SILICONE 21 1 IMRACT 19 ASSEWILY or GtASS 30 44 Ala"Fb GLASS in 21 21 4 w IAMNkTW- 21 21 25 1 b=m PAL 11" Lc) LvL 0 C2 TOP QL) SEE MIL 95,GA MIN MARM ST 3: 26 11.0 IV 125FX AF SEE SM MA MM(.94..%,ffLr.2-,W STEEL 0 n o d DETAIL EXTERIO EXTERIO 29 A-=C0140MIC WAUTY 0A11'WL NMI —GALVANIZED- SHT. 6 J SHT. 6 DETAIL G -w 23 31 LvL 80�t 72- 4 23 Q�0 UO 22 ail Let. STEEL 3 x N 1 MTW 24 on —"," 4 35 OPTIONAL Is K-- co C4 21 21 21 —7 21 NOTES: 30 0 27 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR VIM o 30 21 ID SPACING (ITEMS #5 & #34), SEE SHEET 5. 28 29 28 FOR VERTICAL ANCHOR IN I X SUCK OPTION IN 27 ED MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS. cz ui [D OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM it EMBEDMENT IS ACHIEVED. ip 5 1 fit co 34 4 SP Y Qz- c oil' 1 1/2" MIN. 2 5. .4 EMS. 0 7c, WL-s OS AS NOTED sy-S. SAFFE out I" MIN. 2i As,z�"-,�, . "XISSPYROU 0 OPA*K 140.; P-1 MIN. MIN. CEQMORKIL�C. JW0509-03 AVE sm.m 0 "NnR P . MOM" ARPE CEAT.OF&U F1 32M MqP-C�oVrMTf�IJVSTAL�LATIOS SCALE: 6" -1' HOOD ArSrALLAIYOS SCALE:_6- -1�-O- e 'icat d ton No.: /V/oo&zs-S Z(./ 1' I t' IN. .i.� 1 1/2' WN. 1/4�FIAX. 7j--T S-j F IEL7 7 L, DTML G SHT.a 3 (sc ae s- -)--rp J i 1/2' 1 1/I hMUO6'��—MIN. f SEE OETAIL A 1, SnOET 9 e t y J1 e /tl°D/A1S7'ALLATION �'ALB 6" -!'-0"/ i t' MW.1• 1 MR1. I ' s CIPACRBTS/A1SrAtLWJVN(SCALK 6- e1•-o-) Norm CD ASW,.&rASTUM?SRACM MOUL F. PW S.(TOTAL OF 14 SCRM). RATS X 3'A Ft TO W= 'NE mtr RAM JflML 907N 2+BUCK To SL®S1Rmr PASTVSK MAY VMaE OPTOO.L 3/18'17W OL4U K WCOX QFOR TAPCOK M&WOFr AM WOOD S REW ANCHOR SPACM(!TENS ii d/34).SEE SMPT S. ACTNE ®FOR N(NZOMAL ANCNOIP w 7X BtACK OFT16N IN MASONRY/Cpa£fE•SEE SlfFE7 4 MR OETAR.S. t 11,11Mt t'� ®OP�iIpW"r,ANCHCi? 11 SMM OF WAD OR AM AS LOW W AS MWO EMBE.?NP1 _. .. ...__..._�, io IMIMII..._ {Rfb(ICaIfOnNo.: r 0D 'S-t2Ll.� Rev+E;" CI 0 m :,603�m N O 4 m O M N Araao . �$mm is—.po 0J V L N p F LL �fn�L t3 sO aILU. E 9 Y rn iU-Op�p U GOQ IWiI to cc pHp wptu K Q U "2 J N sa%L AS NOTED Ora.or EAG cw.eP.S. SAME AUXIS SP"M OANa+6 Na: FIOFN"P E NO solo, CEWWORKSL,c JW0509-03 t7)N.,""Aws AYE STE Ab WWrEA PAWL n 32M SNF}:T A OF % FSPE CERY.OF•UTH.NO.UM EA1 I/*-MAX. nHIMrHX. SEE , SHIM SEE DUAL 6 MIN. SEE DUAIL A 28 22 WI C2 MaL 1 t/4- \t;r— K;/ :��3 MIN. (341 �— EMEL 34 19 21� 11 MIN � r] I (scglr 6r -i*—tr) jilts*141 SECTON Or hm OR JAM 11 MIN ON SHEET 7 3 AS LONG MAX. "LAS WTED SHIM SAFFELL OWL ars. OPTIONAL UASONRYICONCRETE INSTALL By CROSS SECTION OF HEAD OR JAWS— wwta PAM,FL Um Adkdn to NO ~ . Calubm No.: _ ReAewed By. . --~_--_ _ , SHIM MIN. SEE DUAIL A 28 22 WI C2 MaL 33 POEM& WIN co ct to 3.1 26 2t 20 Amw 20 32 01pplex fly A= 1/4 MWAX. 21 SEE DETAk 61 22 SEE SHEET 7 L.J Li 1 t/4- \t;r— K;/ :��3 MIN. (341 �— EMEL 34 19 21� 11 MIN � r] I (scglr 6r -i*—tr) jilts*141 SECTON Or hm OR JAM 11 MIN ON SHEET 7 3 AS LONG MAX. "LAS WTED SHIM SAFFELL OWL ars. OPTIONAL UASONRYICONCRETE INSTALL By CROSS SECTION OF HEAD OR JAWS— wwta PAM,FL Um Adkdn to NO ~ . Calubm No.: _ ReAewed By. . --~_--_ _ SEE DETAIL B 2 2 SHEET 6 0 I m SEE DETAIL 8 w z m I SHEET 5 a. c a to SEE 1 SEE DETAIL B O® 0 n N '0 SHEET DETAIL A m 6' 12 1/2' TYP. 6'-j SHEET _ : m ei o n000Go C\\\\ I t W � � LL v v Twuj _ n in SEE DETAIL "t go TYR �. I /�SHEET 8 +` n Y A - Go A B - eoB c C a D h p W � 3 3 YP. j n 5 TYR n L o o • � — WCl� >'i xa ! 1 SEE DETAIL A { y' 6' SHEET S 6- (---+-12 1/2- TYP. fi" SEE DETAIL A `n zd �---37 1/2' SHEET 5 8' 74' AL t DOOR MODELS ARE VIEWED Fam THE INTERIOR i Q•N SEE DETAIL E SHEET 6 _ o { N I ANCHORING LOCATIONS AACAORING LWATj 0N� LIOUBLE OUTSIYING SINGLE UNIT(X) nr IIIAC rrvrr CXX g SCALE` f ?r -1-0- SCALE. t/Z' -1'-0- 1 �aputuu„�� Zi i�i .4c 0 are: 2/5/08 11 r sekL.AS NOTEu + z on.w EAG z.STAtE GF Goc tmS. SAr✓EL %O �. flf.E , ' �l.fl0467M'FDU c A:?: nommPErMMW 14 %stns OZ!a. G�`�: temmoRKS.La JW0509-03 pIfZ�L A QETAIL B ON A'- .�`� ��� V"MM sroET 5 a 7 SCALE' 3” =1'-0" SCALE.' 3" =I'-0" — -- Aft %vieNd By Lr 4 9/16'—j— I ANCHOR ® EXTERIOR SIDE 1 ^� 7 3/4' 1 1/4" (2!, 13 34 2 °to M BOf.•OI �tf 4 3 6 5/8 2 0 0 o m ��H 4 3 34 •xt;�� ! ► ro—vv QR T3 i o 5 1 2' 0 8 1/2' i Accnw"X ! DRILL 3/8'ASTRAGAL / i 33 ►M a ! 4 RETAINER ITT HOLE THRU FRAME/MASONRY 3 34 Y co x 1-3/8' DEEP DETAIL B DETAIL C FETAlL D DAUIL a — [Aa E AW"LIV DETAIL TXROEBOLT 7""PLATE FOR XE'AD STBLKE PLATES TO JAMBS STR_I" PLATES TO 091?R CAL SCALE" Jr =t"-0" SCALE•• 3" -/'-0° .SCALE.' 3/T' m1'-0" SCALE`. 3/B" =1'-0" W cs � m LQ r I z DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE ap THRU THRESHOLD/MASONRY x 1-3/8' DEEP ° I/2' x i 14' CU-0 SPACER 21 o • � Q N GLASS � z O I ` 112"AIR SPACE -- 7 34 n 8 — 0.090'PV8 I Z x ` INTERIAYER 8Y � SOtUT1A (NOA #08-0206.01) Z z tr 7I 5/8' GLASS 21 1/8'ANNEALED SITE to in F DETAIL E DETAIL F- EKDURA ASTRACAL DETAIL C - ODL 40 GD j ACTR�,^, t �/`fAl NFR STft/XE PLATE' FOR SIL FASP ENBR SPACIXC USS /8tt" PPX MS GLA SCALE` S" =f'-0" SCALE: M �0\� E A'1 0 ,-0" mIa 2 �c o 25D8 AS NOTED "'13��-��TATE 0T' '•�= uiraso+wou c»c.et:5. SAF'F�'L ' ���,(,.^.. 10.7.1Y�• ��l� ftdxDaO.f..HObNOY DRat6lK rq.: 1 ,,"SS,dNAL�a�`�`` 7tVMWM*a"s � JW0509—D3 rr��r ttY\` r�rrrr YgsE CEat.o�auna xo.8S7a �T 6 or 7 Y.. _ ceitrfcatc No. Iv,o 1st-z 4" _ i o I m n m 4 9/16- 9/16' o 0 v m / O O ` pca 0 c C4N i N Oewo 4 9118--- 0 0 ao m -W•r �V O Itj \ O L�tf ref t- 2 3116 1/16' (Min) n p n LL ` x r= m ' 'lA�6RJ0lA?ED PlXE IACIXRESXOLD(EXLY/RA) R M B° a scALS s° =1-0" `? SCLANLY s" =�1"-O- 9 MQW-sso 5CAT.s' 6- _ » SCALK• s° =1'-0" X Z t 13 116" o I!f �---3 i/8. f 3/t 6'-�---{ 1 11/16" —- `g cn w ° 11/16" _% J4{.�JlJ Imo w In uum strpm BLOM N A,? - J t J/t6" 1/8' v 5/,6'—i �TOP RAIL(LYL) °w9 C XTAVF S1'!L8'((LYLJ ply TL E 13 rdt+�TB(�E PLa 17 scALE s" =r-o~ ! sc� s">�aiD 32 s� r _��o. 7 SCALE: 6- /''-o rl ii &I r2 112, I V1 N ffs- - \ i o" t � (� � i — 41 �.� t• f z 3 fz STP aC 1 FEEL ROD 1d s�l��FiilT'LL �Q o°J�slos FAAAff SCALE.' 6" =1'-O" SCALE.' S" =1'-0" SCALE• 6 =1'-0" t 4=�N OTE Y m 3/18° C–SINK. 1–USE #10 WOOD STALtATION SCREW W/ t 1/"L" MIN. EMBEDMENT 2/5/08 tN i +/ WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. `R: HC; 4+ soft'--AS NOTED 2–USE #8 x 2 1/2* PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. ; !, * :�= wea or EAG t/a° MIN. EMBED.3/16" ITW TAPCON ANCHOR N/ t TAT^ OF :u;. btc er.S. SAFFEL WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDEOTE SILLS. �O* F rc•�•+r ;��� rip X66•_, „x CEWWa"*S'LC JW0509-03 DETAIL A - COUNTE'RSI.YK DETAIL ''�S t� �� 127 W.F,JMe S Aft SiC+% SCALE.. r/0" =1'-0" �4,S10NA� +��� aarte�oea,n me — rrrrrrr++++ cta[ccnsaamcwomsw 9EET 7 or CSfiOfi No.: ni Reviewed By PeV Dai i Customer Information Store Information Name: JOSE PEYRELLADE FLAGLER II 7899 W FLAGLER ST Address: 9420 SW 65TH ST MIAMI, FL 33144 MIAMI, FL 33173-2208 Store Number: 6343 Home Phone: 3054129226 Customer Agreement # : 205447 Work Phone: 7862343059 Associate: ANTHONY www.HomeDepot.com Page 1 of 3 Printed By: ANTHONY Date Printed: 9/4/2013 3:36 PM P Unit Price Qty I t Description .100-1 Entry Steel Doors Entry Door Pre-Hung Right 31.5 x 1 $800.78 $800.78 80.75 Call Width = 30 Call Height= 80 Frame Width = 31.5 Frame Height= 80.75 Jamb Width =6 9/16" Jamb Finish Type= None Jamb Specie= Finger-Jointed Primed Weather-Strip Type= Compression White Sill/Threshold Type= Fixed Bumper 0 Sill Width =6 9/16" 0 Sill Finish =Aluminum Door Bore= Double Bore Bore Backset=2 3/8" Lockset Bore Position=43 11/16" Dead Bolt Bore Position = 5 1/2" Bore Diameter=2 1/8" 31,5--- Hinge Prep= 3-Hinge Prep _R°-'2.8 Hinge Type= Standard Hinge Finish = Satin Nickel Hinge Radius= 5/8" Radius/Square Catalog Version Date=08/16/2013 DP Rating Needed =Yes DIP Rating= +60/-60 Florida Approval Number= 14569.1 Room Location= None Reorder= No Door Type= Doors with Inserts Door Thickness= 1 3/4" Door Style= Flush Full Lite Door Cut Out= None Door Finish Type= None Plant Location = Coral Springs(DQ) Plant Contact= 1.800.246.9131 Building Code= Florida Building Code High Velocity Hurricane Zone=Yes Qualify for Tax Stimulus Credit Option =All Products Energy Star Needed= No Overhang Flyer= No Unit Type= Pre-Hung Operation Venting= Right Swing Option = Right Outswing Door Glass Insert Size&Shape=20 x 64 Rectangle Door Glass Insert Option = Non-Decorative Door Glass Type= impact Glass Door Glass= 1-Lite Door Glazing Type= Insulated Low-E Door Glass Texture/Privacy=Clear Door Glass Privacy Rating= 1 Door Insert Grille= None Door Screen Type= No Screen Brickmould Specie= None Door Order Method = Store Delivery Overall Frame Width=31.5 Overall Frame Height=80.75 Overall Rough Opening Width=32.5 Overall Rough Opening Height= 81.5 www.HomeDepot.com Page 2 of 3 Printed By: ANTHONY Date Printed: 9/4/2013 3:36 PM Quote Summary: Line# Item Summary Price Qty Total Price 100-1 Entry Steel Doors Entry Door Right 31.5 x $800.78 1 $800.78 80.75 Pretax Total Price: $800.78 P www.HomeDepot.com Page 3 of 3 Printed By: ANTHONY Date Printed: 9/4/2013 3:36 PM �.a ANWIND ANALYSIS ASCE 7-10 Page: 17670 NW 78th Ave.207 DOOR REPLACEMENT SP—daneet updated on: 3/15/2012 Palm Springs North,FL 33015 119 NW 110th Street Calculated: FO Date: 9/5/2013 T:(306)558-9776 F:(305)568-8281 MIAMI SHORES Fl- Checked: Date: 9/5/2013 C:\Users\CemiRAppData\Loval\Temp\[Wind 7-10 Fuil.xisx)Wail<60 htto://www.psnoonsulting.com ASCE COMMENTS WIND VELOCITY FINDER LOCATION H:�INt3;f 'i`A h 8 feet at mean roof height L(feet) 40.00 feet length parallel to the wind B(feet) 43.00 feet width parallel to the ridge WiNR DATA Category II Table 1.5-1 V(mph) 175 Fig.26.5-1,A,B,or C hjfeet) 8.00 eave height >.r p(in/ft) 3.00 roof pitch 14.0 deg. s L(feet) 24 least horizontal dimension 1 ? Exposure 2 1 for 6,2 for C,3 for D A('—F) / Ka 1.00 topography(26.8) Kd 0.85 directionality(Table 26-1) GCw(+/-) 0.18 internal pressure(Table 26.11-1) rr jj e*u s:rt.r hu Engineer: Fuat Ornarli PE No: 60795 CA No. 28017 Date: r ASCE 7-10 MWFRS,FIGURE 27.4-1,WALL LOADS,TABLE 27.3-1 DOOR REPLACEMENT h 8 feet at mean roof height Exposure Category II Table 1.5.1 a 9.50 Table 26.9-1 V 175 mph Fig. 26.5-1(A,B,or C) z9 900 feet Exposure 2 1 for B, 2 for C,3 for D X 66.64 .00256KnKdV21 Kzt 1.00 26.8.1 KZ 0.85 2.01(z/zX/a Kd 0.85 Table 26.6-1 qZ 56.57 at mean roof height G 0.85 26.9.2 WINDWARD WALL hetght(ft) Kz qz G CP p(psf) SERVICE 15 0.85 56.57 0.85 0.8 38.47 23.08 30 0.98 65.46 0.85 0.8 44.51 26.71 40 1.04 69.54 0.85 0.8 47.29 28.37 50 1.09 72.89 0.85 0.8 49.56 29.74 60 1.14 75.74 0.85 0.8 51.50 30.90 70 1.17 78.24 0.85 0.8 53.20 31.92 80 1.21 80.47 0.85 0.8 54.72 32.83 120 1.32 87.64 0.85 0.8 59.60 35.76 157 1.39 92.74 0.85 0.8 63.07 37.84 160 1.40 93.11 0.85 0.8 63.32 37.99 LEEWARD WALL* L(feet) B(feet) L/B CP qh G p(psf) SERVICE Long Wall 100 200 0.5 -0.5 56.57 0.85 -24.04 -14.43 Short Wall 200 100 2 -0.3 56.57 0.85 -14.43 -8.66 SIDE WALLS qh I G Cp I p(psf) SERVICE 56.57 0.85 -0.70 1 -33.66 -20.20 * L is the horizontal dimension of the building parallel to the wind direction B is the horizontal dimension of the building normal to the wind direction. See Figure 27.4-1 ASCE 7-10,C&C WIND LOAD ON WALLS,Figure 30.4-1,h<=60 feet DOOR REPLACEMENT Category II Table 1.5-1 O 14.04 degrees V(mph) 175 Figure 26.5-1,A,B or C hff(feet) 13 effective height h(feet) 13.00 mean roof elevation a(feet) 4.00 Note 6,Figure 30.4-1 he(feet) 8.00 eave elevation a 9.5 Table 26.9-1 p(in/ft) 3.00 roof pitch z9(feet) 900 Table 26.9-1 L(feet) 40.00 least horizontal dimension KZ 0.85 Table 27.3-1 Exposure 2 1 for 6,2 for C,3 for D gh(psf) 56.57 .00256KZKnKdV2 Kn 1.00 topography(26.8) n5 1.00 Note 5 Figure 30.4-1 Kd 0.85 directionality(Table 26-1) qh 56.57 psf n5% GCpi(+/-) 0.18 internal pressure(Table26.11-1 %GcPi 10.18 psf Exposure C ZONE4 A(sqft) GCp(+) I ghGCp(+) I ghGCP;(+) PSF(+) SERVICE GCp(-) ghGCp(-) I ghGCpi(-) PSF(-) SERVICE I 20 0.95 53.56 10.18 63.74 38.25 -1.05 -59.22 -10.18 -69.40 -41.64 <6 0 i, ZONE 5 A(sgft) GCp(+) ghGCp(+) ghGCpi(+) PSF(+) SERVICE GCp(-) ghGCp- ghGCpi(-) PSF(-) SERVICE I 0 0 20 0.95 53.56 10.18 63.74 38.25 -1.29 -73.18 -10.18 -83.37 -50.02 0 0 0 0 0 0 0 30.2.2 Minimum design wind pressures for components and cladding shall not be less than a net pressure of 16 psf acting in either direction normal to the surface.