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WS-10-338
Scheduled Inspection Date: March 17, 2011 Inspector: Rodriguez, Jorge Owner: EUGENE, KERMITH & LOUIS Job Address: 524 NW 113 Street Miami Shores, FL 33168- Project: <NONE> Contractor: JOHN DALTON LLC Building Department Comments March 16, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 157301 Permit Number: WS -3 -10 -338 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 3021360210860 Phone: (561)394 -2619 WINDWOS AND DOORS Passed Pa Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157207. CREATED AS REINSPECTION FOR INSP- 137016. Anchors missing. No plans or permit on site. NB Page 13 of 15 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 3Y° be OWNER: Name (Fee Simple Titleholder) Phone#: Address: E2 .diepib City: ^^^ �: ,,� State: Zip: 3 -' Tenant/Lessee Name: � Q LG�Jj t te Phone #: 56%4.44 Email: �� JOB ADDRESS: c.�� l Q'` !`°, ejf....1. City: tire- Miami Shores 33 iliiir County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: 3 Q r7 n „11:1 L ( C Phone #: 6 ;e a C l Address: / 51/ a) 17-DC City: State: Zip` t Qualifier Name: 3-0 P1 / � i ,m Phone #: State Certification or Registration #: t 9 (3- b D i g (I q C ificate of Competency #: Contact Phone #: '56 / _ D,6 /9 Email Address: DESIGNER: Architect/Engineer: w J Phone #: Value of Work for this Permit: $ J Square/Linear Foot ge of Work: Type of Work: ❑Addition ❑Alteration aNew r • epair/Replace ❑Demolition Description of Work: 'j 0 (DI f(, t.e) Cwt dc, @ & .2.. aA4d, r A c- Master Permit No. NO Flood Zone: 7-e'6 e-fgb-lov3 MAR 022011 0 Permit No. S 0'359 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * *** * * * * * * * * * * * * * * ** Submittal Fee $ _ Per it Fee $ CCF $ CO /CC $ OD Scanning Fee $�s don Fee $ DBPR $ Bond $ Notary $ T aining1 ducation Fee $ Technology Fee $ Double Fee $ S uctural Review $ TOTAL FEE NOW DUE $ 9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n e approved and a reinspection fee will be charged. Owner or Ag The foregoing instrument was ac • who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. As identific � EPH PETIT -JEUNE MMISSION it DO 749748 XPIRES: May 1, 2012 ed Thru Notary Public Underwriters NOTARY P Sign: Print: My. Commission Expires: (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) tion and who did take an oath. © to Signature Contractor I � ,� The foregoing strument was acknowledged before me this r� t day of / ! L t ,20r/ ,by Sign: Print: e { ? "•'. �I �N #DD749748 EXPIRES: Ma 1 2012 NOTARY PUBLI otary Public Underwriters My Comiiissioii"E ee : 3) 5 _36- /St- APPROVED BY Plans Examiner Zoning Structural Review Clerk 716* igsg40 iterithrielkiftiiPoi:bx bil90/ thil Out dig Qtaitte#460 ClaY eilloptembor ta wow litAtean:oraci*Von GENERAL CONMACTOR . • . • 1.44.1%0arli.47 • -: . . H • • 827.50 TOTAL WV_ TIS1SNOABt� op NOT PAY PAID. PBC TAX COLLECTOR $27.50 BTR Ott D1086736 00/17/2810 TS:01$4****thiPPLY WEN . , REcellioporri*tou.itToR • •-• • , At. ALEX sates STATE OF FLORIDA CINIF rINniOMAl. owRceR IMPARTMENT OF CM SAT ION * CERTIFICATE OF ELECTION TO EXEMPT FWD FLORIDA CIDNEIRSATION LAW * CONSTRUCTION IMUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Fi + ,A_ Workers' Compensate on law. EFFECTIVE DATE: 05/1512009 EXPIRATION D ` 0511512011 PERSON: DALTON JOHN W JR FEIN: 200689634 BUSINESS NAME AND ADDRESS: JOHN DALTON CONSTRUCTION LLC 1581 SW 17TH STREET BOCA RATON FL 33488 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMIPORTANT: Pasant to Choptm 440. 05414 F.L. as officer of • to of who elects ems he this aorta by finite a certificate at election osier t s he s say oat user omits or cotg issilb this clepter. Parsaat to Chapter 440.04(12l, P.S., Certificates of creche to be exempt. -- spP Y stela of as business or trade tested or the twice of men to be exempt. Pasta to Maw 440.05(13? F.S., Nottras e1 Matta to be ezeupt -ad certifiable of etectlmi to be eaeIPI shall be abject is avocados II et ray thee triter the thug of the antics or Use issuance of tire cattRiats. the passe soled es the notice or coAOic to as Ietgsr teats the rgaireaeits of this sectias tat lessors at • artifices. The Iteputitest shell revaks • certificate at try the for falters di the parse soma as the artuiate to nest the rgaheaeds et this score. moms? (851 413 -18{ w.. s. ....wows. .sn wr roe ? wr%a rn na_ne 04 -02 -2009 * INDICATED. CERTIFICATE EXCLUSIONS NOTWITHSTANDING ANY REQUIREMENT, TERM MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AND CONDITIONS OF SUCH POLICIES. LIMITS OR CONDITION SHOWN :K W VD .. rv,vo ottry iaautu i 0 1 hit INSURED OF ANY CONTRACT OR OTHER AFFORDED BY THE POLICIES DESCRIBED MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER NAMED ABOVE DOCUMENT WITH HEREIN IS SUBJECT r y tYF (MM/DDDD/ YYYY ) FOR THE POLICY RESPECT TO WHICH TO ALL THE M/DD ) PERIOD THIS TERMS, LIMITS LTR TYPE OF INSURANCE INSR INSR A GENERAL LIABILITY LIABILITY 04GL000799449 08/23/10 08/23/11 EACH OCCURRENCE $ 10 0 0 0 0 0 X COMMERCIAL GENERAL PREMISES (Ea occurrence) $ 100000 CLAIMS MADE I X I OCCUR MED EXP (Any one person) $ EXCLUDED PERSONAL 8 ADV INJURY $ 10 0 0 0 0 0 GENERAL AGGREGATE $ 2 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES POLICY n JET PER: PRODUCTS - COMP /OP AGG $ 2 0 0 0 0 0 0 X AUTOMOBILE n LOC $ LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA . COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ LIAR EXCESS LIAB OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ COMPENSATION WORKERS $ $ AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) It yes, describe under DESCRIPTION OF OPERATIONS below Y! N V / A IM ER ( TORY L LIMITTS S I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace to required) General contractor - premise /operations CERTIFICATE HOLDER _ _ _. rom :Erika Stone FaxID: Date:3 /2/2011 03:06 PM Page: 2 of 2 4COR CERTIFICATE OF LIABILITY INSURANCE OP ID ES l DATE(MMIDD/YYYY) 1 03/02/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE 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. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) 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). PRODUCER The Plastridge Agency -BRO 2100 N. Dixie Hwy. Boca Raton FL 33431 Phone:561- 395 -1435 Fax:561- 395 -4755 INSURED John Dalton Construction, LLC 1581 SW 17th St Boca Raton FL 33486 GUMAGI NAME: PHONE (A/C, No, Ext): 1A X (A/C, No): t -WIMIL ADDRESS: rKUUUt.lN CUSTOMER ID #: JOHND -3 INSURER(S) AFFORDING COVERAGE INSURER A : Mid- Continent Group INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : NAIC C COVERAGES CERTIFICATE NUMBER: THIS IS TO CERTIFY THAT Village of Miami Shores Building Dept 10050 NE 2nd Avenue Miami Shores FL MIAMI - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE REVISION NUMBER: 01988 -2009 ACORD CORPORA ACORD 25 (2009 /09) The ACORD name and logo are registered marks of ACORD FBC 20 BUILDING PERMIT APPLICATION Permit Typ :B UILDING ROOFING 2 Owner's Name (Fee Simple Titleholder) J4e(fYL{5jL (.t Phone # 305 3 3S c Owner's Address �g 5 N % `� j` f Cit Miami State Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # 3 a, 09 -1 ° 'C) �j �p 0 Is Building Historically Designated YES Contractor's Company Name Contractor's Address City State Qualifier Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. l k , CS U — 3,3 c cf Master Permit No. 5 N vJ 11 5-r '- County State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ U dw Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: A t ?IQ C- F.rVl Nti� rti 1..� t.�6 / � s � ..�tJ b r ..s /7 NO Miami -Dade zip S3/68 Phone # Phone # BY: Zip 3.(68( Flood Zone Zip Phone # `� ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees ** ********** ** *: *? * ** **** * * * * * * * * * * * * * * * *** qvCO / S u bmittal Fee $ 5 )_ Permi Fee $ 20 CCF $ V VlO CC $ y Training/Education T echnology Fee $ Notary $ Trainin /Education Fee $ � .go Scanning $ G • 00 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ IXI9 c6f TGINW All MAR 0 4 2010 AB See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ove• a'd a reinspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print: APPROVED BY wner or Agent Contractor The foregoing instrument was acknowledged before me this 2 The foregoing instrument was acknowledged before me this day of , 20 , by ��:�./IU' 11�1 .v(p 1 day of , 20 _, by who is personally known to me or who has produced p j who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) ,u: o ' �� % o :� - Print: � � 4 • � � m: cu ® ® ' ' b; 7 47 My Commission Expires: Qfv. ?,44/60 \ , ok 111111/ ///0 \`\ . '% Sign: Plans Examiner Signature NOTARY PUBLIC: Zoning Engineer Clerk checked Please read and initial each paragraph. 0 ER BUILDER DISCLOSURE STATEMENT NAME: DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who Is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial / 1 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved It for sale or lease, which violates the exemption. �( Initial G ` 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 1 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial l< 7. I understand that it Is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. �(/ Initial I I 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 6 C . 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or htto: IMwrow. mvtioridalicense .com/dbar /prolcilblindex.h Initial 11. 1 am aware of and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial X ` , 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the Information that I have provided on this disclosure. Initial t� Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this J day of 20 By 7 1 71-1 v6 >l who was personally known to me or who has Produced there nse o as identification. WNER o` �' �� sue �""'r cu : UJ . �gy BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.liov/huildinrcode NOTICE. OF ACCEPTANCE (NOA) Jeld — Wen, Inc. (OR) 3250 Lakeport Blvd. Klamath Falls, OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6' -8" W/E Outswing Glazed Steel French Door - L.M.L APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 1215.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by J e D. Gaston, P.E. NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 Page 1 Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8 -01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January 30, 2006, signed and sealed by Joseph.A. Reed, P. E. (Submitted under previous NOA # 05- 1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of outswmg steel door, prepared by National Certified Testing Laboratories, Test No. NCTL 210 -3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. - (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "Clear or Colored Interlayer" dated 03/04/04, and expiring dated 03/04/09._ 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" approved dated 03/22/07, expiring dated 07/28/10. E -1 Jaime D. Gasgon, P.E7'■ Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 , Jeld — Wen, Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no fmancial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No fmancial interest" issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05 -121 5.01) 4. Laboratory compliance letter for Test Report no. NCTL 210- 3195 -1, issued by National Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series "6' -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25/06 and expiring dated 05/25/11. E -2 Jaime D. Gaston, P Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 COMPONENT DETAILS 6 UNIT COMPONENTS TABLE 1 DESIGN PRESSURE RATING % APPROVED FOR USE WHERE PROTECTION FOR WATER INFILTRATION IS REQUIRED POSITIVE +60.0 PSF NEGATIVE •60.0 PSF 1 JELDIVEN® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL INC. AND ENDURA PRODUCTS INC. GENERAL NOTES 1. THE PRODUCT SHOFN HEREIN 1ST r SIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDIN(TCODE (FBC) BASED ON THE SIGNED AND SEALED DATE; INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: TAS201 -94 TAS 202 -94 TAS 903-94 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (HVHZ) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021° min) thickness. Galvanized steel A -525 commercial quality AKDO per ASTM 620 with average minimum yield strength Fy(ave)=30627psi. Core Design: Expanded polystyrene with 1.0 to 1251bs density, byJeld -Wen Inc. Panel Construction: The active and inactive panels are constructed from 24 GA (0.021° min) galvanized steel The face sheets at top and bottom are bent 90° over the top and bottom rails. The top rail measures 1.0° high x 1.688° wide. The steel bottom rail measures 121' high x 1.688° wide. The sides of the face sheets are roll formed into the latch and hinge stiles which measure 1.00° high x 1.688° wide. The interior cavity is filled with expanded polystyrene. The face sheets are glued to the expanded polystyrene. The panels are cut out for the two -plea ODL Aluminum Fite frame. Units are glazed with tempered and laminated impact 1° 1G. On double door applications the inactive door is fitted with an extruded aluminum astragal of 6063 -T5 alloy, manufactured by Endure. Frame Construction: The frames are constructed of fingerjointed pine jambs measuring 4- 9/16 °x 1-1/4°. The head jambs are mortised and bull joined to the side jambs, and attached with three (3) 16GA 7/16" crown x 2° long staples on each side. The threshhold Is attached to the side jambs with three (3) 16GA 7/16 ° crown x2° long staples on each side. Glazing: ODL insulated file Is 1° overall thickness, consisting of one (1) pane of 0.125° tempered glass; 0.5 ° air space; two (2) panes of 0.125° annealed with .090' PVB intedayer by Solutia Alllltes are sandwiched glazed into the panels. 37 1/2 MAX. FRAME WIDTH r _ 35 3/4" MAX. PANEL WIDTH SINGLE =WING UNIT (I) SCALE: 1/2" =1' -0" 0 W N CO OPP. ALL DOOR M ODELS ARE VI EWED FROM THE INTERIOR SIDE 74 MAX. OVERALL FRAME WIDTH 36 1/2 MAX. r PANEL WIDTH .-W/As 21 1/8 — MAX. D.LO. /INACTIVE I 21 1 /8 D.LO. ACTIVE 0 0 REF ASTRAGAL BOLT ITEM # 12 DOUBLE OUTSWING UNIT (XX) SCALE: 1/2" =1' -0" PRODUCTREVISED as anmptying with the Florida Bcntding Coo AccepIanwND 0 r Miami ..,•... Prod= Connol Division 0 J 0 N m NIMESH B'MIAVSAR FLORIDA P.E. NO. 56861 ow OIIDnsrt+ WM= Wc. P.O. BOX MAaa1 FL S350 FINE Ca 4 � ,�5 Na -D ° a m 0 Eta C J W IZ o o wrn 3u 0 B. a DATE. U z 0 0 co O to U U w m 0 6 0 0 rn lY w 0 N Q 2/5/08 07 \r ■ ID m 0 z sato AS NOTED on. eY: EAG ciac. er:S. SAFFELL DRAWING NO.: JW0509 -03 sH>Er 1 or 6 1/4 MAX. SHIM THK. w x O SEE DETAIL G SHT. 6 1 1/2 MIN. EMB. O IMMO J e ° m O VERTICAL CROSS SECTION 777 WOOD FRAME INSTALLATION SCALE: 6" =1' -0" O 0 0 Q C 0 C m w C C C 1/4 MAX. SHIM THK. SEE DETAIL G SHT. 6 o I NTERIOR -J N a) EXTERIOR 0 B VERTICAL CROSS SECTION TTP. 2 CONCRETE INSTALLATION SCALE: 6" =1' -0" tern 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 2 27 28 29 30 .31 32 3.3 34 DESCRIPTION SIDE JAMB (1 1/4"x 4 9/16" ENGRAINED PINE) HEAD JAMB (1 1/4"x 4 9/16' FINGERJOINTED PINE) 4" x 4" BUTT HINGE 12GA. (.089" MIN) x 5/8 PHIWPS FLATHEAD WOOD SCREW PHILLIPS HD SCREW WITH 1 1/2" MIN. EMBED. 10 X 1 1/2" PHIWPS FlATHEAD WOOD SCREW 8 X 3" PHIWPS FIATEHEAD WOOD SCREW #8X1" PHIWPS FIAT HEAD WOOD SCREW COMPRESSION WEATHERSTRIP (Q -LON (1DS -650) OWNING THRESHOLD (L•TIDURA) (ALUM T6063 -T6) ASTRAGAL THROW BOLT, STEEL ROD, 5/16" x 18 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB 16 Co. 7/16" CLOWN x 2' LONG STAPLES KWIKSET TITAN SERIES LOCK SERIES 400 KWIKSET TITAN SERIES DEADBOLT SERIES 780 ENDURA ULTIMATE HURRICANE ASTRAGAL (ALUM 6063 -T6) ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL 2x WOOD BUCK NON COMPRESSION SHIM DOW 995 SILICONE SEALANT 1" IMPACT IC ASSEMBLY NOA 103 0428 - 02 1/8' TEMPERED GLASS 3/8" LAMINATED ANNEALED GLASS LOCK BLOCK (LVL x 12" LC) TOP RAIL (FINGERJOINTED PINE) BOTTOM RAIL (25GA MIN GALVANIZED STEEL) IXPARDFD POLYSRRBIE (1.0 TO 1.221n DDIE IY BY JELD -REM) STEEL DOOR PANG SKiN MATERIAL (24GA CALMED) A -525 COMMERCIAL 0UAUTY 0.021" MR T16G'Ll ODL LITE FRAME (ALUM ., , 15 HINGE SIDE FINGER �tl yt L LATCH SIDE STILE ( FINGER JOINTED L #8 x 2" PHILLIPS FLATHEAD WOOD SCREW 3/16' OW BUUDEX TA'CON WITH 1.25" MOV. EMBEDMENT PRODUCT REVISED es applying wit the Florida BIDAing Coda AW No Dlvlstoo STEEL STEEL STEEL S1tEL STEEL ALUMINUM STEEL STEEL STEEL ALUMINUM WOOD WOOD SILICONE GLASS GLASS GLASS LN. PINE STEEL FOAM STEEL GALVANIZED ALUIOAOW Material PINE PINE STEEL 0 to J Lr CO cri O � CL (NI LLI 3g " W t Yd LW. STEEL STEEL Rave ova o1 AdJortostko Ib. 20337 O O Q x .00 OO 0 N n N m w Q 3 D ASTRAGAL CROSS SECTION TYP. (SCALE: 6" = 1' -0") 1 1/2 SEE NOTE #3 MIN. -,J L__1/4 MAX. SHIM SEE DETAIL G SHEET 6 2 5/8" MIN. EXTERIOR ° HORIZONTAL CROSS SECTION TYP. WOOD INSTALLATION (SCALE: 6" =1' -0") 1 1/4 MIN. EMB. 1 /4 MAX. SHIM SEE DETAIL G SHEET 6 INTERIOR SEE NOTE #1 C HORIZONTAL CROSS S ION TYP 3 CONCRETE INSTALLATION (SCALE: 6" = 1' -0 ") SEE NOTE #2 ACTIVE SEE DETAIL G SHEET 6 WOOD INSTALLATION (SCALE: 6" = I' -0 ") 1 1/4 /%// /l // / /ii /i/ /I //mogne 1.(� nr 4 0 0 -I 0 • s j116� .,,... '4 M;, \l�r ® 2 8 O o INTERIOR EXTERIOR 0 J M MIN. EMB. 1/4" MAX. ,` SH M I �` 0 SEE SHEET 6 {EsZCZ�OCAA AAA �AAiAAAAA ()HORIZONTAL CROSS SECTION TYP. 2 5/8" MIN. CONCRETE INSTALLATION (SCALE: 6" = 9' -0 ") NOTES: I. ASTAGAL FASTENER SPACING DETAIL F PAGE i5. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. 60TH PLATES REQUIRE #8 X 3' PHILLIPS FIAT HEAD WOOD SCREWS 3. FOR ANCHOR SPAM G SEE SHEET 4 OF 8 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/18 ELCO TAPCON (NBA #02- 0503.07) PRODUCT REVISED Escort/plying viiIh the Rabb 13ttil , ,_ Cade D VISio. P►oduetCotdra1 NIMESH B1-61b5AR FLORIDA P.E. NO. 56881 w e®t83007 SEMI% 31C, P.O. 301 8093E o L' 32833 ,I. FHP3 001 I . Mx 13337 Li Z s • 0 0 0 acoo z 00 ° L� ° oz 0 O LJ 3 tit 0 a_ a DOE: CC O GJ O z 0 U, re w 0 N N 'C UI LY L 0 0 sF m O z K4 6 0 0 U z 0 0 C1 CO 0 N tO N U 2/5/08 s AS NOTED DWG. er: EAG CHI. BYS. SAFFELL DRAU S JW0509 -03 SHEET 3 OF 6 ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 1/2" =1' -O" DETAIL A SCALE: 3" 6" 37 /2" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 5 CO 133 M CO M SEE DETAIL A SHEET 4 DETAIL B CO a N CO ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE SCALE :• 3" =1' -0" SEE DETAIL E SHEET 5 SEE DETAIL B SHEET 5 ANCHORING LOCATIONS DOUBLE OUTSIV1'NG UNIT (XX) SCALE: 1/2" SEE DETAIL B SHEET 4 SEE DETAIL A SHEET 4 PRODUCT 6.01961) u: complying with the Midi Building Code AeeNo � �r i - ; rT7�l� /ir 0 I! NIUESH BHAVSAR FLORIDA P.E. NO. 56961 Ar4 '/? . C 9 0 0 z 0 g�CD UmQZ s 0 m DATE 2/5/08 S AS NOTED taro. Br: EAG a4K. BY:S. SAFFELL DRAWING NO.: JW0509 -03 Ohl ENGIRD= soaps. ee P.C. FAX 580098 ORUNC . 6.37888 SHEET 4 of 6 F8P8 WOW* or tOtortootko No. 28637 IF RETAIL A - HINGE MOUNTING DETAIL SCALE: 3" =1' -0" DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8 DEEP DETAIL E ASTRAGAL RETAINER STRIKE PLATE FOR SILL SCALE: 3" =1' -0" ANCHOR @ EXTERIOR SIDE EXTERIOR INTERIOR DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU FRAME /MASONRY x 1 -3/8 DEEP 0) n III I� n 0 1° 0 O 00 1 co 0 t ad DETAIL F - ENDURA ASTRAGAL FASTENER SPACING USE 18zI" PPH WS SCALE NTS DETAIL B DETAIL C THROWBOLT STRIKE PLATE FOR HEAD STRIKE PLATES TO JAMBS SCALE: 3" =1' -0" SCALE: 3/8" •1' -0" GLAZING DETAIL ISULATED GLASS SCALE: 6" =1' -0" DETAIL D STRIKE PLATES TO ASTRAGAL SCALE:: 3/8" PRODUCTREVISRD OscomplyiagwitbtmFIdI BallIngCale Arrepumeallo MOOS D1Fidon 1/2 x 1/4 ALUM SPACER 1/8 TEMPERED GLASS r te- 1/2° AIR SPACE 0.090' PVB INTERLAYER BY SOLUTIA 1/8 ANNEALED NIMESH BHAVSAR FLORIDA P.E. NO. 56861 (vr Or EIONIEBINO 0 . E =CM IIx: PD WC IMO C OMO A IIOM POPE WOW. w latc42003n Na 26037 0 a a_ a 0 U c) 6 () z 0 0 DD 0 N U O z O rn w O Q a cst O z 0 U) w w 07 O 0) 8 O O z 2/5/08 SAS NOTED OM. e+: EAG cw. ea. SAFFELL DRAM N0. JW0509 -03 SHEET 5 OF 6 8 1FOOD JAMB FINCERJOINTED PINE SCALE: 6" =1' -0" 2 1/2 0 0 4 9/16" •1 I~ 2 3/16" °ASTRAGAL STRIKE PLATE SCALE: 6" =1' -0" 18" 4 ll --I� - 1/16 ° (Min) ®BO7T KINGS 4z4z12 CA. SCALE. r — 1 13/16° 1 1/4 �t s IATKCK SUPPORT BLOCK @ENDIJRA ALUMINUM ASTRAGAL SCALE: 6" =1' -0" MATERIAL 6063 -T6 ASTRAGAL BOLT MAT. - C/R STEEL ROD SCALE. 6" =1' -0" ° COMPRESSION WEATHERSTRIP QDS-850 SCALE: 6" =1' -0" 9/16" f---- 31/8 ° -1 & 0CK BLOCK LVL WOOD SCALE: 6" =1' -O" a 0 3/16" C -SINK. J.- NOTE i ' 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2" MIN. EMBEDMENT WHEN INSTAWNG INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTAWNG INTO MUWONS. \ � 3 -USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL G - COUNTERSINK DETAIL SCALE: 1/4" =1' -0" TOP RAIL (PINE) MINCE STILE (LVL) LATCH STILE LVL SCALE. 6" =1' -0" — 2 1/2° CylITSWING ALUMINUM THRESHOLD (ENDURA) SCALE: 6" =1' -0" MATERIAL 6063 -T6 0 0 CO O ASTRAGAL SILL STRIKE PLATE SCALE: 6" =1' -0" PRODUCT REVISED as complying Oak dm Florida Bald* Code Acceptance No ' � . pq 09 JU L 5/16 -- 27 ST EL. A MIN GALL! SCALE: 6" -►I 1 3/4" H-- ODL LIP -LITE FRAME ALUMNI! 606$ T5 SCALE 6" 4' -O" NIMESH BHAVSAR FLORIDA P.E. NO. 55861 OM OFOINEEFFNG SEW= RC. P.O. EOX MOSS GRIMM n !.. 3 F Certiflaati 0 m CC ?OQ WY�co w CO a 5 g Q" Ij N z in nve. 2 0 0 z 0 Z w 0 m co co co N z 0 rn Z w 0 /5/08 O z S AS NOTED DWG. s7: EAG . es. SAFFELL SRAWRm NO4 JW0509 -03 sir 6 or b BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidadegov/buftdingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. 05-TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, dated 01/13/03 with revision dated 01/19/09, prepared by Engineering Express, bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 1121.14 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0505.01 Expiration Date: March 17, 2013 Approval Date: September 23, 2009 Page 1 TRACO Security Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05-TRA 0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, dated 01/13/03 with revision dated 01/19/09, prepared by Engineering Express, by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a model SH240 aluminum single hung window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T188 -06, dated 08/01/06, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01-99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) . 3. Test reports on: 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) E -1 Manue Per Product Control E NOA No. 09 -0505.01 Expiration Date: March 17, 2013 Approval Date: September 23, 2009 TRACO Security Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Engineering Express, dated 04/29/09, signed and sealed by Frank 1. Bennardo, P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated January 19, 2009, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 19, 2009, signed and sealed by Frank L. Bennardo, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 1121.14, issued to TRACO Security Aluminum Windows & Doors, Inc. for their Series "Coastal - 240" Aluminum Single Hung Window — L.M.I., approved on 11/22/07 and expiring on 03/17/13. E -2 Manse Per Product Control E NOA No. 09-0505.01 Expiration Date: March 17, 2013 Approval Date: September 23, 2009 D.LO. (FIX. LITE) 9' MAX. O AT HEAD /SILL I 5/16" LAMS/ o- O i 9' MAX. AT HEAD/SILL 47 1/8' D.LO. (VENT) -' 501/4" 6 1/4' MAX. AT HEAD /SILL CORNERS •Ri 1 P d kel 0 5 47 7/8' VENT WIDTH 53 MAX. WINDOW WIDTH TYPICAL ELEVATION COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 5/16 OVERALL LAM. ANN. GLASS GLAZING OPTIONS IT MAX AT IAMB CORNERS S' MAX (1YP AT MTG RAIL) SEE JAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE JAMB ANCHOR SCHED FOR NO. OF ANCHORS PERJAMB 6W MAX AT JAMB CORNERS L HEAD /SILL ANCHORS: 6Y4' MAX FROM CORNERS AND BALANCE ®9' MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. ANCHOR LOCATIONS TYPICAL BOTH SIDES JAMB ANCHORS: WINDOW DIMS. WIDTH HEIGHT 191/8" 26 1/2" 37" 53 1/8" 19 1/8" 261/2" 37" 531/8" 191/8" 261/2" 37" 53 1/6" 19 1/8" 261/2" 37" 531/8" 191/8" 261/2" 37" 53 1/B" 191/8." 261/2" 37" 531/4" 26 38 -3/8' 50 -5 /B' 57" 63' 74-1/4 NUM OF ANCHORS 0 4 4 4 4 6 6 6 8 8 8 8 8 8 8 8 8 8 8 B 10 10 10 11 2 2 2 2 2 2 2' 2 2 2 2 Y 2 2 2 2 2 2 2 2 2 2 3 © ' TOTAL' INDICATES TOTAL NUMBER OF ' ANCHORS AT EACH JAMB (INCLUDES ' MEG RAIL° ANCHORS). 8' MAX SPACING INCORPORATED. INTO TOTAL NUMBER OF ANCHORS. ®'NIG RAIL° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT IAMBS (EACH END) TYPICAL ANCHORS: 1. ANCHOR EMBEDMENT INSTALLED HALL BE INTO BASE MATERIAL, EXCLUDING STUCCOC RECOMMENDATIONS. OTHER WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.555ROpR GGREATER SPECD7CMG 3192 RRAVITY) GROUT -FILLED BLOCK (MIN 4 SEEEEX pal TTERIOR ELEVAAT ANCHOR LOCATIONS CONCRETE NS AA SPACING. �. 5. ENSURE MINIMU OF 2-1/pp25" "IIEEDGE DISTANCE FOR ALL ANCHORS INTO GROUT-FILLED BLOCK (MIN 1500 6. 6. ANCHOR OR ONSS FOR 9INSTAI ,, JAON ARE AS FOLLOWS'. EDGE DISTANCE FOR ALL WOOD ANCHORS. TO 2X WOOD BUCK OR WOOD STRUCTURE #14 WOOD SCREW OR 1/4' 1TW TAPCONS WITH 1.1/2' MINIMUM EMBEDMENT. TO CO C 3192 (( p5� RB�{�p ((DY OR TH lx OR 2X WOOD BUCK)1/4' n wB►d1ti8ALU TAPCONS (If W OR ELCO) WITH 1 - 3/4" MINIMUM Budh EMBEDMENT TO CONC (MIN 3192 PSI) OR GROUT -FILLED AaOMnue BLOCK (MIN 1500 PSI). SEALANTS: GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM B 1300 -04. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS -201, TAS -202, & TAS -203 AS REFERENCED IN TEST REPORTS 60713.01 -99 BY AMERICAN TEST LAB (ATI.), 32363 BY FENESTRATION TESTING LABORATORY (FTL) AND #T188.06 BY FARABAUGH ENGINEERING & ReSR GIG, INC (FIT). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI-DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16" LAMINATED GLASS ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL STEEL IN CONTACT WITH ALUMINUM SHALL HE PAINTED OR PLATED. FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. MAX DESIGN PRESSURE +62 / -62 PSF LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED 05 -TRA -0003 sine+ 106 PAfffi eelA:� i i c fl s ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 050-00-572 1 FRAME HEAD 6063.78 • 2 050-00-308 1 FRAME SILL 6063 -T6 - 3 05040.588 2 FRAME IAMB 606345 • 4 051.00 -571 I VENT TOP 608348 ' 5 I 051-00-548 1 VENT BOTTOM 6063 -T5 • 6 050-00 -570 2 VENT SIDE 8063 -T8 • 7 051-00-573 I FIXED MEETING RAIL 8083 -T6 - 8 050 -00 -569 4/ LITE GLASS STOP 6063 -T6 ' 9 012. 00-835 AS REQD. FRAME ASSEMBLY SCREW 08 X 1° PHPH 5145 10 012. 00.835 AS REQD. VENT ASSEMBLY SCREW #8 X 1' PHPH 5445 11 046-00-098 AS REQD. WSTRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046-16-102 12 SETTING BLOCK .10' X .30' X 1 -5/8° LONG r FROM ENDS & AT MTDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007 -10 -016 2 SWEEP LOCK (AT 6.3/4° FROM ENDS) ZINC CAST 15 046.18 -030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8' BOX) 16 050.00.718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -T5 OPTIONAL PART IN PLACE OF ITEM 14 17 046-00-010 AS REQD. BULB VINYL WI80RG 18 - - - - - 19 - - - - - 20 047 - 06015 AS REQD. FIN SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012. 00.130 4 MTG. RAIL ASSEMBLY SCREW 810 X 1' PHPH SMS 22 05- 0127 -10 05-0128-16 AS REQD. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE RG57700 o! O TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DISTANCE O WINDOW HEIGHT TYPICAL ELEV. WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. —f 1/4' MAR —j SHIM TA Tett %d 4 x 2 A61 D.L OPG. VENT HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING ec- 1BY OR 2BY WOOD BUCK 187 OR 26Y WOOD BUCK r L VENT WIDTH EXTERIOR TYPICAL ANCHORS BEE BEV. FOR SPACING I/4' MAX. SHIM* IAMBS +tl1It1111T:111 \11' \1i \if 11 D.L. OPG. Di. OPG. WINDOW WIDTH [ 1 MT7' r: ! 1 ?4' an I 222 I2dd Qs� iwh I OS -TRA -0003 SWUM 106 I q 7 I I 3 t • I t I O FRAME HEAD .078 -i1 r 1.930 ■-1.629 r 2.873 +- .8671YP. I -.937 O BOTTOM VENT BOTTOM RAIL lJ .688 0 7101" ri 2781 [1.7526 ()FRAME JAMB FRAME BOTTOM CORNER VENT TOP CORNER VENT BOTTOM CORNER, PRODUCTREVIVED Raphatisa CD Z ® �r2 o N ti� 1 q P1 E y Lb 11 1 p MI SMdd 2ddsl0 iwk 05 -TRA -0003 SCAM 106 PAGm o68shtvnoN{ MIAMI Du4DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: IftiMI-DADE COUNTY, FLORIDA MEMO-DADE FLAGLF.R BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (MS) 375 -2901 FAX 375-2908 ne.com This NOA is being issued under the applicable rules and regulations governing tie use of construction materials. The documentation submitted has been reviewed by Miami Dade Courty;:Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Da. (aunty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dads + lounty Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade (. "^may) reserve the right to have this product or material tested for quality assurance purposes. If this prock material fails to perform in the accepted manner, the manufacturer will incur the expense of such ter: "thy ltd the AHI may immediately revoke, modify, or suspend the use of such product or material within the ` *diction. BORA reserves the right to revoke this acceptance, if it is determined by MiamiDade Coti " 4luct Control Division that this product or material fails to meet the requirements of the applicable buii This product is approved as described herein, and has been designed to comply, with the Pi Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion (No Reinforcement) — L.1VLI. APPROVAL DOCUMENT: Drawing No 06- TRA -0004, titled "Aluminum Tube Mullionv: 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L 4nardo, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acce 4jnumber and expiration date by the Miami Dade County Product Control Division. _ MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, s a following statement: "Miami Dade County Product Control Approved ", unless otherwise noted hen -31 `‘. RENEWAL of this NOA shall be considered after a renewal application has been filed and there ha no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or ch in the materials, use, and/or manufacture of the product or process. Misuse of this NOA. as an endorerir any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure: comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and folio by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, th= it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises and renews NOA # 06 - 1212.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07 -0828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 Page 1 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 06-TRA -0004, Sheets 1 through 3 of 3, titled "Aluminum Tube Mullions ", dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of two mulled Alum. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Sliding Glass Doors, prepared by Miami Testing Laboratory, Inc., Test Report No. MTL-16605, dated 12/07/95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99- 0104.02) 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per.PA 203 -94 along with marked-up drawings and installation diagram of two mulled Aluminum Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous-NOA #99- 0104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, , dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1212.05, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (No Reinforcement), approv 02/01/07 and expiring on 01/2/08. E -1 Product Con , i Cr NOA No. ° -0828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 2x4x1 /6' ALUM TUBE 2x8x1/8' ALUM TUBE SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING ALUMINUM TUBE MULLIONS LARGE MISSILE IMPACT RESISTANT 3.000" 4.000' TYPICAL GLAZING PRODUCT 1x2x1 /8' ALUM. TUBE 1x3x1/16x1/8" ALUM. TUBE 1x4x1/16x5/32' 4 ... ALUM, TUBE TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS HORIZONTAL OR VERTICAL INSTALLATION GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR use WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL. 2. NO 33.113% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN of THIS SYSTEM. WIND LOAD DURATION FACTOR CEn1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL SE DETERMINED BY OTHERS ON A 30B•SPECIFtC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE, FOR SITE COMMONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT, S. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL 8E ANCHORED PROPERLY TO TRANSFER LOADS 70114E EXISTING STRUCTURE 6. ALL EXTRUSIONS SHALL BE 8063.15 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE 7. AU. FENESTRATIOF. ,RODUCTS TO BE USED WITH THESE MULLIONS SHAU. MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 8, TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY 8E MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCT^ TO 06 USED WaTH THESE MULLIONS. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 ICSL 11. ALL STEEL IN CONTACT WITH ALUMINUM SMALL BE PAINTED OR PLATED. PRODUCT NSY1668 I4t001't - T1 1 2 4 � ao w0A8mFima66 e.cdYe�s Solara W0%1101434 • AA Aftegptrulte 4 1 — ;' • S OMAN/ FRANK L 6Ha 64 x xAR00, P.B • 6 i 06 -IRA -0004 --Sox MULLION SPAN TRIBUTARY SPAN 34° ' 2r ' Or 33' ' 37 38' 47 I 45' I 48° 51" ' 04" I 57' 144' 699 1 82.4 i 47.2 429 992 382 33.7 312 ( 282 27.8 30.3 20�248 28.8 t 231 138° 64.4 ' 872 I 51.5 408 428 39.8 368 34,4 1 322 137 706 62.8 I 688 514 ; 47.1 43.5 40.3 L 37.7 ' 352 33.2 31.4 29.7 112 77.7 69,1 622 68.5 512 47.5 444 41.5 38.9 368 348 327 382 I 38.2 426 40.2 12 0' 117 _J69 78.4 I 868 828 57,3 828 48.1 465 432 51.0 478 40.8 459 958 I 844 I i6A 665 63.7 088 642 102 100.8 94.9 I 864 77.7 71.2 067 519 57.0 53.4 50.3 47.5 450 107 1261 10.8 95.1 67,4 80.1 79.9 667 84.1 40.1 55.6 934 ' 608 88' 130.1 121.0 1069 89.0 90.7 007 778 72.5 660 64.0 508 ' 57.3 or 140.0 138,1 124.3 113,0 1038 568 864 07.0 77,7 73.1 99,1 68.4 84' 140.0 1460 140.0 1302 1192 1102 1033 86.5 09.5 84.3 768 1 ., 78' 140.0 1409 140.0 1409 1368 1282 119.1 111,1 1042 98.1 929 87,7 72' 140,0 140.0 1400 140.0 1440 140.0 1409 1409 130.9 1232 1160 1661 103.4 66" 1409 I 1460 1460 1409 1404 1409 140,0 140.0 1389 100.4 1339 80" 140.0 140.0 140.0 1409 140.0 1400 144.0 140.0 1409. 1009 1409 1400 84" 140.0 1409 1409 140.0 140.0 140.0 140,0 140.0 140.0 140.0 1400 140.0 45' 140.0 140.9 1409 140.0 1402 140.0 1400 1409 140.0 140.0 1400 140.0 42' 140.0 1400 1402 1402 140.0 140.0 140.0 140.0 1460 140.0 140.0 140.0 38' 140,0 1460 1460 140.0 1400 1400 1404 140.0 1402 1409 140.0 140.0 30" 1400 140.0 1404 1404 140.0 1408 140.0 140.0 140.0 140.0 1400 1409 MULLION SPAN 7RIBUTARY SPAN 24• ' 27" 37 33' 38' 39' 42' 45' 48' -7 I 51' 8 144' 268 72,9 208 18.7 172 I 188 14.7 13.7 i 124 12.1 11.5 10.8 135" 293 78,0 23.4 21,3 , 199 ; 18.0 18.7 189 • 14.9 13.8 139 12.3 137 338 ' 20.7 788 242 22.3 ' 202 19.1 i 17,8 f 167 15.7 14.9 14,1 138' 388 34.2 ' 308 28.0 268 { 237 ' 22.0 4 20.5 ' 19.2 18.1 17,1 . 102 120' 44,5 • 32,6 33.8 32.4 20.7 27.4 28,4 • 23.8 ' 22.9 21.0 19.8 18.8 114' 51.9 ' 462 41.8 37.8 348 ; 320 29.7 27.7 289 24.4 23.1 219 108' 88.2 81.1 48.5 42.3 38.8 35.8 1 33.2 1 31.0 *1 27.4 • 159 24.5 107 65.4 . 80.1 523 472 ' 438 I 40.2 370 ' 344 i 33.7 302 291 27.8 56' 74.1 882 592 63,9 48.4 466 422 i 88,8 ' 374 34.8 : 42,9 ' 31.2 98' 84.5 761 674 81.5 58.4 i 820 45.8 461 ' 422 398 ' 97.0 38.5 84' 974 ' 808 77,9 708 64.9 509 568 , 81.9 1 48.7 468 . 432 412 72 113.3 100.7 008 024 768 48.7 84,1 1 604 862 83.3 50.4 47.7 77 133.4 i 1182 , 1067 979 ! 820 821 762 712 867 1 69.3 55.2 46 1402 140.0 127,2 1168 1060 074 860 644 799 74.8 702 87.0 60' 140.0 ' 140.0 . 1 '.0 1369 1 128.3 115,4 1069 102,8 98 80.8 i 05.8 ' 81.0 54° 140.0 140,0 140.0 1404 1404 140.0 138.7 1267 1184 1119 1 1084 100.0 44' 1400 ? 1460 1404 1409 ! 140,0 140.0 1400 140.0 140.0 140.0 1332 1288 43' 140.0 140.0 140.0 140.0 I 140.0 140.0 140.0 ' 140.0 1404 140.0 1402 , 140.0 38' 140.0 140.0 ' 1402 140.0 i 140.0 1402 140.0 i 140.0 140.0 140.0 140.0 ' 1460 33' 1404 140,0 , 140.0 1404 140.0 140.0 140.0 140.0 140.0 140,0 140.0 i 140,0 MULLION PAN TRIBUTARY SPAN 24' , 27' 30' 33• I 38" 39" 42' 45` 48' I 51' 84° 57' 90" 11.8 10.5 - - - - - -.,. - - - 84• 14,5 129 119 108 - - - , - - ' - , - - 75" 18.1 18.1 14.5 , 13.1 12.0 111 , 10,3 - - - .- - 73' 239 t 504 18.4 18,7 ■ 15,3 14.1 13.1 • 123 11,5 109 . 102 - 68' 20,8 289 23.5 ' 21.7 199 18.4 ' 179 ' 189 14,9 149 13.3 12.8 60' 30.7 , 38.3 318 289 ' 265 24.4 22.7 312 19.9 18.7 I 17.0 18.7 67 81.7 ! 48,0 ' 41,4 , 378 ' 319 31.8 29.8 , 272 25,8 I 24.3 I 23.0 21.8 42 639 85.6 627 479 439 40.5 ' 31,9 351 32.9 31.0 ' 282 27.7 43' 665 77.0 692 ; 839 57.7 53,3 405 ' 462 43.3 408 389 36,8 38" 1 10.7 1004 98.0 • 883 70,1 73.1 07.8 ' 63.3 69.4 084 ' 52.9 50.0 30' - 1400 1408 1373 1248 114,4 105.8 989 018 88,8 80.7 I 782 72.2 MULLION SPAN TRIBUTARY SPAN 24• 27' 30" 33' 36' 39' 47 ' 45° 48' ■ 51° 64' sa ne 110 - _ - - - _ - - - - - 114' 128 I 11.4 102 - - - - - - - 128' 108" 18.1 i 134 120 11.0 ' 10.0 -- - - - • - ' - - 102' 179 . 18.9 14.3 ' 13.0 ' 119 118 102 - - - - - 98' 21.4 19.1 172 105 14.3 13.2 12.3 11.4 10.7 ; 101 107 992 90' 258 22.9 20.9 18.7 ' 17.2 169 14.7 13.7 12.9 , 121 11.4 109 84' 198 264 23.8 218 19.8 163 • 17.0 159 149 ' 14.0 . 132 128 75' 34.7 309 27.8 263 23.2 11.4 188 182 170 • 18.3 ' 15.4 149 17 419 i 38.5 328 ' 298 ( 27.4 252 ' 73.4 I 218 308 19.3 183 17.3 85° 492 40.7 39.3 35.8 32.8 20.3 28.1 282 24.8 23,1 319 267 02 849 832 47.9 I 43.8 394 ' 384 : 342 ' 31.9 060 262 268 202 64" 14.5 88,2 59.6 ? 84.2 49.7 488 • 422 39.7 37.8 361 33,1 312 _ 00.0 549 760 60.1 , 93.4 58.6 64.3 80.7 478 442 42,2 E6� 1721 1112 100.1 . 91.0 ' 834 779 718 58,7 _ 422 869 868 1409 140,0 137.5 125.0 I 1148 105.7 ; 18.2 . 91.8 85.9 00.9 764 140.0 , 1409 1402 140.0 , 140.0 _ 140.0 ' 140.0 1332 1249 1172 111.0 MULLION SPAN TRIBJTARY SPAN 34 1 27 Or . 33° or 39• 47 ' 45' or 81" 't 54 . _ 8r 144• 14.5 J 129 114 108 -- - - - - - 136° 189 I 14.7 13.2 j ... 12.0 11.0 10.2 . - . - - - - 137 18.9 1 169 15.1 . 13.7 i._ 128 112 10.5 10.1 - -- -- 128' 212 ' 169 17.0 16.4 14.1 130 12.1 , 112 102 -- -- - Y87' 238 I 20.0 188 '' 17.1 167 14.5 ' 13.4 1 12.8 ' 118 11.1 108 - 114" 23.3 719 10.1 178 18.1 ' 15,0 ' 14,0 13.1 12.3 11.7 119 108" 29,4 , 261 23.5 21,4 19,6 18.1 18,8 1 15.7 14.7 13,8 13.1 174 107 992 288 *5 24.1 1 221 20.4 160 ' 17.7 158 15.8 14.7 14.0 00' 37.7 308 302 37,4 261 932 21.5 20,1 158 17,7 158 154 402 364 34.6 314 768 242 04.7 23.0 21.9 202 19.2 182 84' 50.0 44.4 400 35.3 333 30 *.5 26.4 3,0 234 772 214 78' 804 614 467 42,4 369 330 332 31,1 20,2 279 28,9 24.5 93' 899 51.3 85.2 50.2 460 478 VA 36.5 345 378 3.7 261 41 .4 509 02.8 r- O j0 $0.2 105.8 1409 1404 DESIGN LOAD SCHEDULES MUUJON AT SPAN & TRIBUTARY DIMENSIONS SMOwN. r"inlev sulags . ' 7:47 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPICTED TO 1" x 2" x 1/8" TUBE MULLION 1" x 3" x 1/16" x 1/8" TUBE MULLION 1" x 4" x 1/16" x 5/32" TUBE MULLION ANCHORS TYPE A, B, OR C l FENESTRATION PRODUCT �j- VERTICAL o MULLION FENESTRATION PRODUCT r ANCHORS f TYPE A, 8, 1 1 OR t- WI W2-4 'TRIBUTARY SPAN' W1 +W2 2 2" x 4" x 1/8" TUBE MULLION 2" x 6" x 1/8" TUBE MULLION r 1 ANCHORS TYPE A, B OR C FENESTRATION PRODUCT FENESTRATION PRODUCT FENESTRATION P ROOUC T `HORIZONTAL / MULLION / (ANCHORS TYPE A, OR C MULLION SPAN w 06 -TRA -0004 =miasma LL d Faux L y ea naxoo. P.E 1 1 1 06-TRA -0004 SCAM 101 ANCHORS TYPE "A" MULLION 2x2x1/8• ALUM. ANGLE 2.5/8" LONG MULLION 242x1/8' ALUM. ANGLE 4 PRECAST COIL. sac 1.500 MAK 014 S.M.S W/ 1.1/2" MIN. EMBED INTO WOOD 1 /ANGLE 4 44 4 3/18 0 TAPCON 1.1/2' MIN. EMBED 1/ ANGLE 414 S.M.S. 2/ ANGLE NOTCH ANGLE TO MISS MARBLE BILL OR TRIM. ANCHORS TYPE "B" L 2x2x1/8" ALUM. ANGLE 014 S.M.S 2/ ANGLE MULLION MULLION 2x241/8 ALUM. ANGLE 2.5/8 LONG 1.500 MAX, 4 014 S.M.S W/ 1.1/2" MIN. EMBED INTO WOOD 2/ANGLE . ,411 T 1/8• rn. j I ye.—i —3 MULLION CLIP • ALT. TO ANGLES FOR ALL ANCHOR TYPES • THIS CLIP SHALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REM)) ANCHORS TYPE "C" IN Hi 2x241/8" ALUM. ANGLE 014 S.M.5 3/ ANGLE MULLION MULLION 2x2x1/r ALUM. ANGLE 3 -S/8• LONG NOTCH WOOD BUCK TO ACCIMODATE CLIP ANGLE TO MASONRY . 14" 0 TAPCON . 4 1-1/4" MIN. EMBED 2/ ANGLE 1.500 MAX. -4 CONCRETE OR GROUT - FILLED • 4 BLOCK • 4 14" 0 TAPCON 1.1/4° MIN. !ABED, 2/ ANGLE 1 4 CONCRETE OR GROUT- FILLED BLOCK punsU !2 PERMIT #: W51C7 - 'W Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 4 aZ .9 Z SUBJECT 10 CC.MPIJANCE WITH ALL FEDERAL STATE AND er. UN iY dULES AND REGULATIONS l • .s r / - t +G• r r . X2,2 � F 2/2 3b% UT) m- -?-4 g .(7 W x 30 5 /e NT) t .5 rrF - tea, 2 rrsF 245 14(371(1X50/16NT) - g 4 r r FLOOR PLAN SCALE: 1/ = 1' -0" set ( /$I4.x �' 'b4T) + 4(015 gF 50,E r6 -90 P+ • Ia 5 i-1(1q' /bw)(2vN 21 b")( & -b Woo wept + 51,02 — 5,`bri- 1-46 rr �� ©•� rr � I , 51-101' /bWx3,6 NOTE: ALL WINDOWS TO BE IMPACT RESISTANT. SUBMIT SHOP DRAWINGS AND•PRODUCT CONTROL APPROVAL. NOTE: ALL WINDOWS TO BE COMPLIED WITH "2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING WIND VELOCITY = 146 MPH _ .i II 3 -o x6 -g 1.40017 Plafoz 1- 5210 P -'S!o,!o(ooF 1 V. -10-20o 2451 0 50,61.1 - Q ± r I II WA AO 5202 pyF — 5/x,40 F 3 or + 4-41 r r +46 5 r* r - 0 90,4 -P5r' -w.4 Pr 13 514 (1 %41)(340) (11 24SH� lw7 g/&14T -r4(0,5 Psi - 441.1 1 - r�F . 2 � gS6 - 8 q Iry dam • +52,02 For - 54,aro r r - 24 I4 (3714$ 504141) + 440 Ps - o. 4 r P 3�• 514 (53' /BW X 50 � 1) :I 4 r. r �c. Per KERMITH EUGENE 524 NW 113 STREET. MIAMI FL. 33168 mit ill MAR 11 2010 Jili BY: LWA Je I <R 1gj ALA l Gel f3RLGKELL Ave 1 g M.14.44 , .3 312./ 4 I II tgAk• REPLACEMENT OF EXISTING DOORS AND WINDOWS FOR THE RESIDENCE OF: