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WS-10-1174
9 WINDOWS & 2 DOOR REPLACEMENT 11 OPENINGS Passed 07 Inspector Comments CREATED AS REINSPECTION FOR INSP- 150967. CREATED AS REINSPECTION FOR INSP - 147015. cancelled by owner. 09/8/10 Screws missing and wrong size. missing mullians nb C Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 154460 Permit Number: WS -6 -10 -1174 J Inspection Date: January 10, 2011 Inspector: Bruhn, Norman Owner: SANCHEZ, CRISTINA Job Address: 102 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060131780 January 10, 2011 For Inspections please call: (305)762 - 4949 Page 1 of 1 emit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) CST i P S J\t C N Z - Phone # Owner's Address lot in 'T cit WWI Shoe-CS State E L Tenant/Lessee Name Email cf.(%TINAgctt Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO/ PARCEL # Is Building Historically Designated YES NO Flood Zone NI r e Contractor's Company Name Ow /e (J1 L - Phone # (? a 09141709 6 Contractor's Address 102 a (03 S'C City 1. SA0C -ES State F1. Zip 33 38 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Value of Work For this Permit $@© Type of Work. °Addition Describe Work; Oi10 i.a 115 BUILDING ' PERMIT APPLICATION FBC 20 Miami Shores , Village 10050 N.E,2nd:Avenue, Miami Shores, Florida 33138 Tel; (305) 795,2204 Fax: (305) 756 8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 yANoO cwt Architect/Engineer's Name (if applicable) Phone # Submittal Fee $ * �r �r, * .t�r�r , r**** * ** * ** * *. ** ****Fees: * *** * * * * *** *. *,* * * * ** ray * * ** ,tar * * * * * *** * *** ** Permit Fee $ Building Department Training/Education Fee $ Master Permit No. Square / Linear Footage Of Work: 22c' CCP $ t 1•( 0 JUN 2 5 2010 Permit No. .I N 1 4 zip 3 S r-6 Phone # C O /UG $ Demolition Technology Fee $ . ato DPBR $ Bond $ Notary $ Scanning $ 12 -On 1adon $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ rt -(00 See Reverse side =+ Bonding Company's Name (if applicable) Bonding Company's Address City 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. 1 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 propertyy 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 seve (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be .proved nd a rei,s section fee will be charged. /M Signature Signature i� Owner Agen Contractor The forgoing instrument was ��vl dged befo day ofL 9 , 20 IO , by \✓ 1 'v is perso ally known to me or who has produced 1 — who is personaily known to me or who has produced As identification and who did tak an oath, as identification and who did take an oath. NOT Y ' UBLIC: _ �� NOTARY PUBLIC; Sign: Print: My Commission Expires: * * ** ** * * * * * * * APPROVED BY R evised 0 '7110101)(Revised 06/10/2009) State Zip The foregoing instrument was acknowledged before me this day of 20 ... . by Sign: Print: My Commission Expires: o r - ***** 1�=- k�Ydc *�r�Fit��c�Y�':f�t,Y7F*** ***sF sY **** t ****7.:***************************,********** 7 Plans Examiner Zoning Engineer Clerk checked Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT Cacti N k SeCNC +g2. DATE: l CIO DIRESJo2. NE 103 sTLEET 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 for a 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. Please read and initial each paragraph. 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. 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. 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. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. 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 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. 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 homeowner's 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. NOTARY NOTARY PUBLIC-STATE fr7 FLORIDA ",`"" GALWILA V CIA TO S t:,..7,44 I c m; 'bird - S ; DD717923 ; ; ; ;, ; ixp 'ills: SEP-. 23, 9 011 BODE) TTRU ATLANTIC BONLING CO., INC. 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. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by allapplicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 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 http:// www. myforidalicense .com /dbor /nro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am th party legally and financially responsible for the proposed construction activity at the following address: 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. as identification. 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. 111',, nn Was acknowledged before me this 23 day of( IVVU , 20 10 .-b S r OA StUCt(f? who was ersonall known to me or who has Y P Y Produced there Lic-nse or 1 f 12 a-SiptrY7 ill/IIIIV • -; , ,• NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. WS-10 f I I - 1 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: JINGO' alt ADAC 10Z0 /OS SST rt t5110/1 t i- 3313$ 2. Description of improvement: Pat 10 0 3 2 3. Owner(s) name and address: Ctu.STIN R ' skacitF. 2 fog NE 103 slitzer .1 ( SNDCGS ) f i 3313; M 1lY. ;TATE OF FLORI • .I• • �' =' " " " BY ., - TIFYMat this l Abt c yolth= , ,rigrnal rtl: 'llllrroIL4A1 _'' • IrW.M 1111." Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: 5. Surety: (Payment bond required by . owner from contracts Name and address: Amount of bond $ 6. Lender's name and address: LEAK- 6U610 SS tie0C4SS SEI,UIC S?- '' MILL 'v) ' r o - G 02 9 O o 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be-served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: o VCo 6: In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: LILLIA?) Co6P1 / 1 P2.. PE (03 6TJLL2' 1 1 4( Aftl 1 1%i, 3313 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diff a < da = i ��• - cified) Signa ure o • er Print Owner's Name C.ACISPANk SkOCAtEZ Sworn to and subscribed before me this . i 1 day of , 20 O. Notary Public( Print Notary's Name My commission expires: 123.01 -52 PAGE4 8/02 oZ NE 10 Tif 11111111111111111111111111111111 111111111 1111 CFH 201080589170 OR Bk 27404 Ps 46331 (1vs) RECORDED 03/31/2010 12:31:01 HARVEY RUVIN, CLERK OF COURT JIIAHI -DADE COUNTY, FLORIDA LAST PAGE ekkaii 1 . 33 f 3: Prepared by C¢1 5frpIA SAIJCNEZ Address:' 3 c` is ,( MARK PRESSURES (PSF) 1 - 50.4/ +46.5 2 - 47.9/ +43.9 3a - 48.7/ +44.7 3b - 50.4/ +46.5 4 - 47.9/ +43.9 5 - 49.6/ +45.6 6 - 49.6/ +45.6 7 - 49.6/ +45.6 8 - 48.5/ +44.6 9 - 48.3/ +44.4 MARK PRESSURES (PSF) 10 - 48.51 +44.6 11 - 48.5/ +44.6 SITE SPECIFIC FLOOR PLAN: SCALE: N.T.S. (1) 37 "X51" SH INT ZONE 4 (1) 37 "X51" SH INT ZONE 4 GARAGE BUI OOTPRINT 37'7(51" SH I NT ZONE 4 MASTER BEDROOM BATH BEDROOM (1) 53 "X51" SH INT ZONE 4 (1) 53 "X63" SH INT ZONE 4 (1) 36 "X80" DR INT ZONE 4 LERWHT #:L,Lj50 -- l 119 Miami Shores Village APPROVED ZONING DEPT BLDG DEPT BY Iry DATE SUBJECT CO CCMPIJANCE WITH ALL FEDERAL STATE AND CCUN ,Y MULES AND REGULATIONS JUL 0 72010 FLOOR PLAN AND UNIT LAYOUT (1) 53 "X63" SH (1) 37 "X38" SH INT ZONE 4 INT ZONE 4 - (1) 32"X80" DR INT ZONE 4 -(1) 32 "X17" PW INT ZONE 4 (1) 53 "X51" SH INT ZONE 4 KITCHEN (4. P 5C (1) 53 "X51" SH INT ZONE 4 GARAGE ABOVE 1ST FLOOR: ANY DOOR PRODUCT SHALL EXIT ONLY TO EXISTING BALCONIES WITH EXISTING 42" HIGH RAILING TO REMAIN DESIGN NOTES: 2007 FLORIDA BUILDING CODE ASCE 7 -05 V =146 MPH (3 SECOND GUST), EXPOSURE 'C', ENCLOSED STRUCTURE I =1.0, Kd =0.85, Kzt =1.0, Kz =TABLE 6.5 qh = 0.00256 *Kz *Kzt *Kd *V *V *I P = qh ((GCp)- (G41)), GCpI = +/ -0.18 MRH =15 , INT ZONE 4 AS NOTED PRESSURES: NOTED BELOW INSTALL ALL SYSTEMS PER VALID FLORIDA PRODUCT APPROVALS GENERAL NOTES: 1. THIS ENGINEERED PLAN IS INTENDED TO PROVIDE SITE - SPECIFIC DESIGN PRESSURES FOR THE REFERENCED STRUCTURE FOR THE PURPOSE OF THE INSTALLATION OF GLAZED /NON - GLAZED PRODUCTS AS PROPOSED AND PROVIDED BY OTHERS. NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IS OFFERED AS TO THE VALIDITY OR APPLICABILITY OF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WITH THESE PRESSURES UNLESS PRODUCT AND APPROVAL INFORMATION IS SPEICFICALLY REFERENCED AND ADDRESSED HEREIN. 2. NO CERTIFICATION OR REVIEW IS OFFERED THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL 3. THE HOST STRUCTURE IS ASSUMED TO BE ADEQUATE TO WITHSTAND THE LOADS IMPOSED BY THIS DESIGN AS WORK REPLACES THE EXISTING FRAMING. THE CONTRACTOR/BUILDING OFFICIAL SHALL VERIFY THAT THE SUBSTRATE EXPOSED DURING WORK IS SOUND FOR INSTALLATION OF THIS SYSTEM. IF DEFICIENCIES ARE FOUND IN THE EXISTING HOST STRUCTURE, THIS ENGINEER SHALL BE NOTIFIED BEFORE CONTINUING CONSTRUCTION AND RESERVES THE RIGHT TO RE- INSPECT AND RE- EVALUATE DESIGN. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS CONTAINED HEREIN. 4. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, TO THE EXTENT THAT THE OPENING AREA IS NOT SMALLER THAN 5% OF THE ENGINEERED DESIGN. CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION. 5. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 6. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE- EVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 7. EXCEPT AS EXPRESSLY PROVIDED HERE -IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. * ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION* DESIGN INFORMATION: APPROVALS: JELD -WEN SERIES 6 -8 DR (NOA# 05- 1215.01) APPROVALS: SUNSHINE SERIES 4302 PW (NOA# 08- 0902.10) APPROVALS: TRACO SERIES COASTAL -240 SH (NOA# 09- 0505.01) FRANK L. BENNARDO, P E, # PE0046549 VALID FO (1 VALID ONLY WITH RAISED ENGINEER SEAL ID Z Ern wW z� EZ w ID rn 4 M r 5 ,%, E m ill II! Q 2 L Z :1 8 I li i- 4 _I O W °. t O W .. 4 0� 8 LL 2 !hi COPYRIGHT FRANK BENNARDO P.E 10 -LF1 -0001 SCALE: 101 PAGE DESCRIPTION: O 1 )X 1 37" x st'Ig" so tihopisp. tiltslEg- UPPort itA ' 44� / ° 1 .-.l 53' �x 3 ., x % lXi . � 641 Wino, veva. 5J1. S p, VtlNpo' - load • X 1c J og S ft PY) R-ESS : (02_ NE 103 MEET MAN S ft 'S, FL 33 13a Not 1 oettge 3Z" X He f(w ow M42E44 'WS . PS X,,WJ,£S �xl es ••• . . • •• � i ; • • • �• •• ••• •. ••• • • • • • �• •• e so • • • t o• • •; • • • ••• • • 000 • • • • • • . • •• • OOOOOO • • .•1 • • .1. .1.1 1 111- • • O • • • 111•- • • 1111.. • • 1 1 1• . .. 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: 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.I. 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 o .lowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is iiisplayed, then it shall be done in its entirety. iNsuarittre hcopy of this entire NOA shall be provided to the user by the manufacturer or its • tiistri tutors and shgll be available for inspection at the job site at the request of the Building Official. This NOA trevisrj:TOA # 06- 1121.14 and consists of this page 1 and evidence pages E -1 and E -2, as well astproval drccuuuent mentioned above. • * The submittc &&sGumentation was reviewed by Manuel Perez, P.E. • • • • • • • •• • • . 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.miamidade.2ov/buildinacode 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. Meaner, 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 • • • avindow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- .. • • • • • • • • • • • • 2373, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. • • • • • • •(3bmitted under NOA# 05- 0930.03) • •• •••. •• • • ••• • • • • ••••• •• • • ••••• Manue Pere • • •••••• Product Control E ..: ••• NOA No. 09 -0505.01 • 49. Expiration Date: March 17, 2013 • • • Approval Date: September 23, 2009 • • • • E -1 • • OOOOOO ••.••• • •.•..• ..•.. • . •••.. • • OOOOOO • • OOOOOO • • • •••••• 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 IIIG 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. Bernardo, P.E. 2. Statement letter of no financial interest, dated January 19, 2009, signed and sealed by Frank L. Bernardo, 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. .•. • • •••• .•••. • • •• • • • ••• • •• • • • • • •• • • •• • • • •••• •••• • • • •• • • . • • • • •. OOOO • • • • • . . . • . . •• • • • ••• •.• • OOO • •• • • • E -2 Manu Pere Product Control Ex NOA No. 09- 0505.01 Expiration Date: March 17, 2013 Approval Date: September 23, 2009 -- D.LO. (FIX. LITE) W MAX. O AT HEAD /SILL fl 5/16° LAM. n_ // , 9° MAX. AT HEAD/SILL 47 1/8" 1 3 a 1 3 6 1/4" MAX. AT HEAD /SILL CORNERS J 0 47 7/8' D.LO. (VENT) 50 1/4" VENT WIDTH 53%. MAX. WINDOW WIDTH TYPICAL ELEVATION 5/16° OVERALL LAM. ANN. GLASS COASTAL -240 SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT GLAZING OPTIONS AN 6° MAX AT LAMB CORNERS 1/8 ANN. GLASS .090 INTERLAYER SAFLDL PVB 1/8° ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RG57700) 5° MAX (IYP AT MTG RAIL) SEE LAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION 6Y4" MAX AT LAMB CORNERS L ANCHOR LOCATIONS TYPICAL BOTH SIDES HEAD /SILL ANCHORS: 6 MAX FROM CORNERS AND BALANCE (91 9° MAX ON CENTER, AS SHOWN ON TYPICAL ELEVATION. SEE LIMB ANCHOR 5CHED FOR NO. OF ANCHORS PER LAMB JAMB ANCHORS: WINDOW DIMS. WIDTH HEIGHT 19 1/8" 26 1/2" 37" 53 1/8" 19 1/8" 26 1/2" 37" 53 1/8" 19 1/8" 26 1/2" 37" 53 1/8" 19 1/8" 26 1/2" 37" 53 1/8" 19 1/8" 26 1/2" 37" 53 1/8" 19 1/8." 26 1/2" 37" 53 1/4" 26° 38 - 3/8" 50 -5 /8' 57° 63 74 -1/4° NUM OF ANCHORS 4 4 2 4 2 4 2 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 11 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Q TOTAL" INDICATES TOTAL NUMBER OF ANCHORS AT EACH JAMB (INCLUDES MTG RAIL ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. "MTG RAIL° INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) TO 2x WOOD BUCK OR WOOD STRUCTURE 814 WOOD SCREW OR 1/4' ITN TAPCONS WITH 1 -1/2° MINIMUM EMBEDMENT. TO CONC (MIN 3192 PSI) OR GROUT-FILLED BLOCK (MIN 1500 P51) (DIRECTLY OR THRU lx OR 2x WOOD BUCK) 1/4" TAPCONS (ITW OR ELCO) WITH 1 -3/4" MINIMUM EMBEDMENT TO CONC (MIN 3192 PSI) OR GROUT -PILLED BLOCK (MIN 1500 PSI). TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER. WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G =0.55 OR GREATER SPECIFIC GRAVITY) GROUT- FILLED BLOCK (MIN 1500 psi COMPRESSIVE STRENGTH FOR GROUT) OR CONCRETE (MIN 3192 PSI). 4. SEE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED 5100 MIN 1500 PSI) OR CONCRETE (MIN 3192 PSI), AND MINIMUM OF 1 -1/2" EDGE DISTANCE FOR ALL 4WD ORS,. 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: • SEALANTS: GENERAL NOTES: FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD 5504. MAX DESIGN PRESSURE +62 / -62 PSF 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 E 1300 -04. 2. NO 33 -1/3% INCREASE 118 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 LOB- 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 80713.01 -99 BY AMERICAN TEST LAB (ATL), 82363 BY FENESTRATION 11.5 L LNG LABORATORY (FIT.) AND #T188-06 BY FARABAUGH ENGINEERING &TESTING, INC (FET). 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 CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE 0OS7WG 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 MI4n F 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 BE PAINTED OR PLATED. LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED • '• • • • • • • e • • • •• •f• •• • o • • - S •. • • • •• PRODUCT' BMW A. ••• • • • • •• • 01 • 9 • • • FRANK L BENNARDO, P.E 0PE0046549 ? 4 z g 4 rz 1 8 IBM 2 d d St n d • 05 -TRA -0003 SCALE■ 106 PAGE DESCRIPTION: • • • • • 3 • ••• • • • • ••• • • • • • ••• • • • • ••• •• •• • • • ••• •• • • • ••• • • ITEM NO. PART NUMBER QUANTITY °MCRIPTION MATERIAL MANP./SUPPLIEWREMMKS 1 05040 -572 1 FRAME HEAD 6083 -76 - 2 050-00 -308 1 FRAME SILL 6063-76 - 3 050-00 -586 2 FRAME IAMB 6063 -15 - 4 051 - 00-571 1 VENT TOP 6063-76 - 5 051-00-548 1 VENT BOTTOM 6063-75 - 6 050 - 00-570 2 VENT SIDE 6063 -76 - 7 051- 00-573 1 FIXED MEETING RAIL 6063-76 - 8 050-00-569 4/ LITE GLASS STOP 6063 -16 ' 9 012-00-835 AS REQD. FRAME ASSEMBLY SCREW *8 X 1 PHPH 5M5 10 012 -00-835 AS REQD. VENT ASSEMBLY SCREW *8 X 7 PHPH SINS 11 048 -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 5° FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SLLICONE DOW 1199 14 007 -10 -016 2 SWEEP LOCK (AT 6.3/4° FROM ENDS) ZINC CAST 15 046-16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5 /W BOX) 16 050-00 -718 1 SNAP LATCH 3° LONG W/ SPRING 6063 -75 OPTIONAL PART IN PLACE OF I7E4 14 17 046 - 00-010 AS REQD. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 -00 -015 AS REQD. FIN SEAL PRE AMESBURY 1805150 OR EQUIV. 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW *10 X 1• PHPH 5M5 22 05- 0127 -10 05-0128 -16 AS REQD. GLAZING COMPOUND TWO-PART GE STRUCTURAL SILICONE SLLICONE GE RG57700 4 b LL TYPICAL ANCHORS SEE Env. WOOD BUCKS (BY OTHERS), MUST SUSTAIN ALL LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRAMC L BHI/MAP00 P.E. PE0098549 ' WINDOW HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE 015TMCE EDGE DISTAN . —11 /W MAX SHIM D.L OPG. VENT HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING h 1 1BY OR - 2 BY WOOD BUOC VW OR 2BY WOOD BUCK L VENT WIDTH EXTERIOR TYPICAL ANCHORS _ SEE ELEV. FOR SPACING 1/4° MAX. SHAM • IAMBS SCREEN OPT. Y L ■may- - yam -----r- 111\1�II I' 0 I L 0 D.L OPG. D.L OPG. WINDOW WIDTH ... U II I= \TI \{ll \\\ \\UVM o ` 0 •• • • • • • •• ••• • • • • • • ,y:. e..• • • • • oe IMODUCF RINSED complitaritudtv Robb • • • • - / ' : ?.ILA✓_ , • • • ■ /.1", � AD • • •• • • 1ONM 0 2 2 3 Lti Jc m W J OI W •• w D 4 IAN 2 d 05 -TRA -0003 SCAM 106 ABP9 DMMIMI I • • • • • LL ••• • • • S • •• • • • • • ••• • • • • ••• •• • • • ••• • • ••• • • • ••• • •• .937 1.500 .062 TIP. .750 I.- O SASH SIDE RAIL, 2.625 7 1.750 b ..078 - 0.I 1.020 O MEETING RAT. 1.405 1.312 1.859 0621YP. .078 --�� .875 O BOTTOM VENT TOP RAIL 062 1.625 1.930 2.623 .062 TIP. L- 937 ° BOTTOM VENT BOTTOM RAIL 078 2.781 p 1.250 -q 2.374 .062 7YP. - - 1.281 H1.750 ---.I 2.625 °FRAME 2AI48 FRAME TOP CORNER FRAME BOTTOM CORNER, VENT TOP CORNER VENT BOTTOM CORNER J 6 1 v 1 S 1 2 d 2 d st NJ 05 -TRA -0003 106 PA06 D0CRIPTIONI a 1 • • • ..... • • ...... • • • OOO .. ... • • OOOO • • ... . . . . . . • • • . . . . . • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33r Place Hialeah, FL 33012 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 4302 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by Sunshine Windows Manufacturing, Inc., signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal 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. REVISION 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 iorply with any section of this NOA shall be cause for termination and removal of NOA. ARTISMNT: The NOA number preceded by the words Miami -Dade County, Florida, and f9U9red by tbe'extration date may be displayed in advertising literature. If any portion of the NOA is displayed, them it shall be done in its entirety. 1NSFJ CTKIIQ! topy of this entire NOA shall be provided to the user by the manufacturer or its JJieiribdtors aal sha11 be available for inspection at the job site at the request of the Building Official. This.114A revises and renews NOA # 03- 0314.07 and consists of this page 1 and evidence page E -1, as All as approvaladlcument mentioned above. The submitted fleexmentation was reviewed by Manuel Perez, P.E. •• • • ...... •••. APPROVED • •• Fes?= ADE COUNTY 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.gov/buildingcode NOA No. 08- 0902.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 Page 1 • • •.• O OOO O O • •• • •••• • • .••• • • ••. • • • • • ••.. • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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 aluminum arch, eyebrow and rectangular fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388, dated August 14, 2002, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA # 03- 0314.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Sunshine Windows Manufacturing, Inc., dated 08/20/08, signed and • sealed by Franco Hernandez, 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. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated August 20, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -3388, issued by Fenestration Testing Laboratory, Inc., dated September 5, 2002, signed and sealed by Joseph Chan, : E.E. (Submitted under previous NOA # 03- 0314.07) • . •••• .•..•: G. OTH•RS • • •.1. • gi ce of Acceptance No. 03- 0314.07, issued to Sunshine Windows Manufacturing, �!• dnc. for their Series "4302 Aluminum Fixed Window — Impact ", approv n 09/11/03 • • • • • • •• • •• • • • •••• • • •••• DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No PW08 -01, titled "Series 4302 Aluminum Fixed Window Impact Resistant ", sheets 1 through 8 of 8, dated 08/18/08 with revision dated 09/23/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. • • •'xj expiring on 09/11/08. OOOOO • • •• • • • E -1 Manuel Pe . E. Product Control er NOA No. 0;- x'02.10 Expiration Date: September 11, 2013 Approval Date: October 23, 2008 WINDOW SIZE L X S RUMS DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS E NEG. LONG SIDE INCUNEL SIDE SHORT SIDE 108 X 26 11 12 3 75.00 75.00 96 X 26 10 11 3 90.00 90.00 91 X 28 10 11 3 90.00 90.00 84 X 26 9 10 3 90.00 90.00 78 X 37 8 9 4 55.50 55.50 78 X 26 8 9 3 90.00 90.00 78 X 19 8 9 3 90.00 90.00 63 X 48 7 8 5 72.00 72.00 63 X 39 7 8 5 83.78 83.78 63 X 37 7 8 4 86.32 86.32 63 X 26 7 8 3 90.00 90.00 63 X 19 7 8 3 90.00 90.00 48 X 48 5 8 5 73.13 73.13 53 X 48 6 7 5 76.30 76.30 53 X 39 6 7 5 90.00 90.00 53 X 37 6 7 4 90.00 90.00 53 X 26 6 7 3 90.00 90.00 53 X 19 8 7 3 90.00 90.00 46 X 39 5 8 5 90.00 90.00 46 X 37 5 8 4 90.00 90.00 46 X 28 5 6 3 90.00 90.00 48 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 26 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 28 3 4 3 90.00 90.00 28 X 19 3 4 3 90.00 90.00 74 X 39 8 9 5 76.42 76.42 74 X 37 8 9 4 79.10 79.10 74 X 28 8 9 3 90.00 90.00 74 X 19 8 9 3 90.00 90.00 l►A RECTANGLE TYPICAL ELEVATION 4"; YNL' k SHORT SSE (s) AMEN MD CORNER DETAIL 2 ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LTIES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX 1110 INTERLAYER FILM. WELDING: • • FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD • WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLAY • • TRAPEZOID TYPICAL ELEVATION PRODUCT IREtwtmeb as caaNIAyQ'Sa+211 do Roe& Weisz, CIV.0 Expire:ma DV nsar.Ttis:.. ?id+ M . • • ••• • • • • • • •• •• • • • • • om me. RF • • • •. 1 2 =1 • 0 000 • RABA: • • • • - • •• •• NERNANDEZ • FLORA $E MOOS • • • • • ••• ij ai DR AWING NO. PW08 -01 • cHtn QF ... . • • • • • • • • • • • ••• •• •• • • • ••• . • . . ••• • • • • • • • • . • • •• • • • ••• • • WINDOW SIZE wxH RCM DESIGN PRESSURE CHART - PSF NUMBER OF mamas POS. NEG. SILL .IAMBS CIRcIE TOP 26 X 108 3 11 4 90.00 90.00 26 X 96 3 10 4 90.00 90.00 26 X 91 3 10 4 90.00 90.00 28 X 84 3 9 4 90.00 90.00 37 X 78 4 8 6 55.50 55.50 26 X 78 3 8 4 90.00 90.00 19 X 78 3 8 3 90.00 90.00 46 X 63 5 7 7 72.00 72.00 39 X 63 5 7 6 67.20 67.20 37 X 63 4 7 6 70.10 70.10 26 X 6.3 3 7 4 90.00 90.00 19 X 63 3 7 3 90.00 90.00 48 X 48 5 5 7 73.13 73.13 48X53 5 6 7 72.00 72.00 39 X 53 5 6 6 82.50 82.50 37 X 53 4 6 6 84.00 84.00 26 X 53 3 6 4 90.00 90.00 19 X 53 3 6 3 90.00 90.00 39 X 46 5 5 6 90.00 90.00 37 X 46 4 5 8 90.00 90.00 26 X 46 3 5 4 90.00 90.00 19 X 46 3 5 3 90.00 90.00 37 X 38 4 4 6 90.00 90.00 26 X 38 3 4 4 90.00 90.00 19 X 38 3 4 3 90.00 90.00 26 X 26 3 3 4 90.00 90.00 19 X 28 3 3 3 90.00 90.00 39 X 74 5 8 6 66.60 66.60 37 X 74 4 8 6 57.00 57.00 26 X 74 3 8 4 90.00 90.00 19 X 74 3 8 3 90.00 90.00 CORNER DETAIL #1 TYP. 90 CORNER DETAIL I► A UPRIGHT RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4 ELCO TAPCON WITH 1 1/2 MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4e SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500,A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1 /6" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34' OVERALL LAMINATED GLASS USING TWO LITES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8' FILLET WELD WITH 1 1/4' MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • •• PRODUCT RENEWED ee wm7!yimg with the Florida Cods Ac No 08 02 0 Bete dclfvvL'. • • • By Li/f, Fy:,'t►r :: Product Can DI •• • • • • ••d ••• • • • • • • • • •• • • • • • • • . • • • • • • • • •• • 6 1 •ew • o • F1:w • • RtaRmR •t: 1•1383 • • • • • ••• • • • Swlshine Windows Manufacturing, Inc. 1743 W. 33rd Place 13eleeh. Flsth 37812 PI: (5G6B84-0952 Foe(368)S28 -4118 A 2L_ •Bata• 08 -18-08 0�• 1 2 °1' •Re,•laa: 1 Q o. B • ••• • • • • • • • •• • • • • • • •• • • • • • • • • • • • •• • •• •• • • • • • • • • • • • • ••• • •• WINDOW SIZE W R H INS DESIGN PRESSURE CHART - PSF NUMBERK ANCHORS Ti7 NEG. SILL wax TOP JAMBS 108 X 26 11 18 3 90.00 90.00 96 X 26 10 14 3 90.00 90.00 91 X 26 10 14 3 90.00 90.00 84 X 26 9 13 3 90.00 90.00 78 X 37 8 12 4 55.50 55.50 78 X 26 8 12 3 90.00 90.00 78 X 19 8 12 3 90.00 90.00 63 X 46 7 10 5 72.00 72.00 63 X 39 7 10 4 67.20 67.20 63 X 37 7 10 4 70.10 70.10 83 X 26 7 10 3 90.00 90.00 63 X 19 7 10 3 90.00 90.00 48 X 48 5 7 5 73.13 73.13 53X46 6 9 5 72.00 72.00 53 X 39 6 9 4 82.50 82.50 53 X 37 6 9 4 84.00 84.00 53 X 26 6 9 3 90.00 90.00 53 X 19 6 9 3 90.00 90.00 46 X 39 5 7 4 90.00 90.00 46 X 37 5 7 4 90.00 90.00 46 X 26 5 7 3 90.00 90.00 48 X 19 5 7 3 90.00 90.00 38 X 37 4 6 4 90.00 90.00 38 X 26 4 6 3 90.00 90.00 38 X 19 4 6 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 8 12 4 56.40 56.40 74 X 37 8 12 4 59.10 59.10 74 X 28 8 12 3 90.00 90.00 74 X 19 8 12 3 90.00 90.00 31 ALLA001M aan 410 CORNER DETAIL#1 Y SCRBW XI• TYP. 90" CORNER DETAIL 4• MAIL 10" MAX. 1AX08 AtIDIH M SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4 ELM TAPCON WITH 1 1/2" MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500.A653 OR A36 WITH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -15 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2 MINIMUM EMBEDMENT INTO W000 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM. WELDING FOR CORNER WELDED CONNECTIONS USE 1/8" FILLET WELD • WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • • CIXAER DETAIL #1 • ••• ••• • • • • • • • • •• • • •• • • • . . • l tebung 1743 W. 33rd Place Flotm� Fled 33312 Plc (303)334 -5952 Fmo(303)828 -81 • • • ..... • 1/2" =1' • womb • BevWIW1: PRODUCTRENEWED as coo lying with the Florida Bultdieg Cade WAIVING N0. s p X08 &.4 •• r f PWO8 -01 • • Fp 1 Lai ;,::i�� adn Frahm • • 110130, ME / 61393 • Disis a • • • • • • . •• • 4 o u • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • WINDOW ST7.R W X 11 INCHES DESIGN PRESSURE CHART - PSF NUMBER OF ANCHORS POS. NEG. SILL ARCM 108 X 26 11 14 90.00 90.00 96 X 26 10 13 90.00 90.00 91 X 26 10 13 90.00 90.00 84 X 26 9 12 90.00 90.00 78 X 37 8 14 55.50 55.50 78 X 26 8 12 90.00 90.00 78 X 19 8 11 90.00 90.00 63 X 32 7 12 75.00 75.00 63 X 26 7 10 90.00 90.00 83 X 19 7 9 90.00 90.00 48 X24 5 9 90.00 90.00 53 X27 6 10 90.00 90.00 53 X19 6 8 90.00 90.00 46X23 5 9 90.00 90.00 46 X 19 5 8 90.00 90.00 38 X 19 4 7 90.00 90.00 26 X 13 3 5 90.00 90.00 74 X 37 8 14 57.00 57.00 74 X 26 8 11 90.00 90.00 74 X 19 8 10 90.00 90.00 ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4 ELCO TAPCON WITH 1 1/2 MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -15 WITH 1/8 MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY W000 BUCK OR WOOD STRUCTURE USE 1/4' SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE GLASS: 0.34 OVERALL LAMINATED GLASS USING TWO WES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX MG INTERLAYER FILM. WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8 FILLET WELD • • • • •: : • • • RF WITH 1 1/4 MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • • f. • • • • i 08-1 •• • : s : 4 . 0 :04 : 1 2 =1 •• •.••i • r s -zs-oa PRODUCT RENEWED . Whew cemplrim tale. the Florida d3tu'Ait*? Coda Aacal:wrrca Na ': o • • 0 Expiration a>� 'ff MORO N0. ••. ` 1 4 PW08 -01 • 11 -e -Eis a. • • i• • • . • � • • " :I. H 8 ••• • • • • • • • •.• • • • • • • • • • •• • • • • • • • • • • • •• • • :•. • • ••• • • • •lb• • •• FULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE = +90.00PSF NEGATIVE =- 90.00PSP QUARTER ROUND TYPICAL FT.F,VATION DESIGN PRESSURES POSITIVE =+90.00 PSF NEGATIVE = -90.00 PSF CORNER DETAIL, #1 TYP. 90 CORNER DETAIL. ASSEMBLY SCREWS x r QUARTER ROUND TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =+90.ODPSF NEGATIVE =- 90.00PSF MERRY SCREWS 08 r ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WRH 1 1/2 MINIMUM EMBEDMENT INTO WALL. 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4'' SMS. STEEL MATERIAL SHALL CONFORM TO AVM A5MA65.3 OR MB WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 —T5 WITH 1 /B" MINIMUM WALL THICKNESS. CORNER DETAIL 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4° SMS 1 1/2 MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LITES OF 1/6 HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX RIG INTERLAYER FILM. WELDING: • • FOR CORNER WELDED CONNECTIONS USE 1/B FILLET WELD • WITH 1 1/4° MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • • PRODUCT RMIEWED as coaxtring with the Florida Bonding Cola Brit Aaaaptat:ce Nt, 0 irrol 'e Data • Yll /!?"�t • • Ibit •• •o• • • • • • • • •• • • �?+e • 1 • . • • • ••• • 1/201 ••• • • • • • '► t. • • • • a I � • a PW08 -01 • i 1 • • •. • • `'_' • • ` •�H ®F.8 • J. ••• • • • • • i • • • • • • • • ••• • • • • • • • • • • •• • •• •• • • • ••• • • • • • • •• OCTAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =*90.00PSP NEGATIVE = -90.00 PSP CORNERDETAIL #1 HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POSITIVE =+90.00 PSF NEGATIVE =- 90.00PSP t ANC/TORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4" ELCO TAPCON WITH 1 1/2` MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4" SMS. STEEL MATERIAL SHALL CONFORM TO ASTM A500A653 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T5 WITH 1/8" MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4" SMS 1 1/2" MINIMUM EMBEDMENT INTO WOOD 4. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. GLASS: 0.34 OVERALL LAMINATED GLASS USING TWO LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX IIIG INTERLAYER FILM. WELDING: •• ••• • FOR CORNER WELDED CONNECTIONS USE 1/B" FILLET WELD • • • • • , ft RF WITH 1 1/4" MINIMUM LENGTH MADE WITH ER4043 FILLER ALLOY • • • • • : • • • _ •• •• i • •• • • ! 1 i u-as i - •• • • p1oDucrRENEWED Esc mplyiogWNh fha Flaida A Pfm d o0 -o 02•(0 By eftoduct 'l • Di on • • • • � 9 • � • • i non. 11E •1393 • • • • • ••• • • DRAWN KO. PW08 -01 • • �$HPE; g 8F:8 ••• • • • • • • • ••• • • • • • ••• • • • • • •• • • • • • • • • •• •• • • • • • • • ••• • • •• 1/4° MAX. sHM SP.CE • TYPICAL ANCHORS - - -- TAPCONS 1 1/2' MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DEIGN PRESSURE CHARTS.) DETAIL VIWDS FOR JAMBS. HEAD AND SILL ATTACHMENT TO MASONRY 2 1/2 MIN. 2 1/2 MIN. ATTACHMENT TO PRE -CAST SILL TYPICAL ANCHORS TAPCONS 1 1/2' MIN. EMBEDMENT INTO MASONRY (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VALIDS FOR SILL ONLY TYPICAL SECTIONS ATTACIEV ENT TO WOOD ATTACHMENT TO MULLION DETAIL r BY W000 BUCK IYPKIL ANCHORS 1/4' SUS 1 1/r 11114. PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND D ESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS. HEAD AND SILL MALI -DADE COUNTY APROVED ON 1/4° SMS THROUGH METAL. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS. HEAD AND SILL ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8° MIN. THICKNESS) ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SUS THROUGH 11EThL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR JAMBS. HEAD AND SILL TYPICAL ANCHORS /4° TAPCONS 1 1/2' MIN. EMBEDMENT INTO MASONRY 1HROUCH 1 BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS.) DETAIL VAUDS FOR SILL ONLY •• BRODUCr t , ; . 1, Ada $aycio2 code 0 AeceP Flo 11111V &FPl' // anTTm� • ••• ••• • • • • • • • • •• •• • • • • . • • • 1 •• • • . • •• a • • -{•-&- .• • • Raid I :01793 • • •.• • • •�. e• RF 08 -18-08 • 1/2 °=1' •••••41:2 Hm I R CH CET: 7 Q F :S DRAWING NO. Q 1 • ••. • • • • • • ••• • • • • • •• • • • • • • • • ••• • • • • • • • • • • •• • • • • ITEM# PART DESCRIPTION MATERIAL 1 SW -101 HEAD. SU AND JAMB 6083 —T6 2 SSW -101 GLAZING BEAD 8083 —T6 S ANCHORS SEE ELEVATION SHEETS 4 # 8" X 1" PH S.MS ASSEMBLY SCREW 5 .340" LAMINATED GLASS /HEAT STR SEE GLAZING DETAIL SHEET 7 6 — STRUCTURAL SIUCONE DOW CORNING 899 T-0 SECTION A - A GLAZING DETAIL SECTION B - B MATERIAL LIST IRODUCT R � ED av wm 7 1 Yu'l1 Aecep N ExpG ebc n Dme •L'1175,1_,_;,r.(2,. •IYr- Divi ••• Lam.. • • • °/•2 �9oaw oTz • • • �It #981393 • • ••• ' $II(19bine %No Ilmufachaelg, IQC. 1745 W. 33rd Plow Me* Fb1 35012 GIN (305)384-.9982 F 3x5)828 -5118 • .• ••• • • • • • • • 9>r. RF • • • • • • • • • 08 -18-98 • • • : • • 1/2"1 DRAWING NO. PW08-0 1 • . tHaET; 2F:8 ••• • • • • ••• • • • • • • • ••• • • • • • • • • •••. • • • • • • • • • ••• • • • • •S. •• •• • • • • •. MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld - Wen 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" Outswing" Glazed Steel Door – L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6, of 6 prepared by Jeld -Wen, Inc., dated 09/06/05 with revision `B" 04/08/06, signed and sealed by James J. Dobrowski, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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+.section of this NOA shall be cause for termination and removal of NOA. • AI)V$13TISEMEVII..The NOA number preceded by the words Miami -Dade County, Florida, and followed by • the e date maf be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be ddne i$its enetrety. • • IN PEi;TION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors • ancCarall.Be available) for inspection at the job site at the request of the Building Official. This isiOA+consists of this page 1 and evidences page E -1 and E -2, as well as approval document mentioned • • above. ••• •••••• • • The submitted dctt42eittation was reviewed by Jaime D. Gascon, P.E. • • • • •• •.• • da— 5 ro6 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "JW0509- 03 -01 ", titled "Impact Glazed Steel Door Outswing 6' -8" Lip Lite ", sheets 1 through 6 of 6, prepared by Jeld -Wen , Inc., dated 09/06/05 with revision `B" on 04/08/06, signed and sealed by James J. Dobrowski , 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 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 outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210- 3195-1 dated 9/28/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1. Anchor Calculations and structural; analysis, prepared by Jeld -Wen, Inc., dated 11/04/05, singed and sealed James J. Dobrowski , P. E. Complies with ASTM E 1300 -98 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, expiring on 03/04/09. 2. Test report No.J99006660 -001, dated 04 /08/99, for "Surface Burning Characteristics of Building Materials" per ASTM E84 -97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660 -001, dated 04 /08/99, for "Test Method for Ignition Properties of Plastics, Procedure B, Short Method" per ASTM D1929-91 for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. •••• 4. Test report No.ATI- 61782.01- 106 -31, dated 01/14/06, for "Standard Test Methods • • • • • • • • let Pension Testing of Metallic Materials" per ASTM E8 -01 for Steel Door Skin, • • issued by Architectural Testing, Inc. • • • • • 5. • • hgt of Acceptance No. 03- 0428.02 issued to ODL Inc. for "ODL/Western • • • • . Reflection Series Aluminum Glazed Lite Kit Assembly - Impact" dated 07/28/05, • • • • • • • : •expiring on 07/28/10. • .. • ••.. • • • • • • • • •• •••• • • • • • .. • • • • • .... • .. • • • • •••• • • • . • • .. E -1 Jaime D. Gascon, P.E. Chief, Product Control Office NOA No 05- 1215.01 Expiration Date: May 25, 2011 Approval Date: May 25, 2006 .Te -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance and letter of "No financial interest" issued Jeld -Wen, dated 11/02/05, signed and sealed by Steve Saffell. 2. Statement Letter of conformance and letter of "No financial interest" issued by David Evans and Associates, Inc., dated 11/04/05, signed and sealed by James Dobrowski, P.E. G. OTHER 1. Letter form the consultant, dated 03/24/06, stating that the product is in compliance with the Florida Building Code (FBC). .... • • • • ••.• • •• .• • • • • • • . • • • • • .. • •. • ..• • • • • • •• •• • • • • • • • • •• •.•• • • • Jaime D. Gascon, P.E. • • • • • Chief Product Control Office • • • • • •••• • •• NOA No 05-1215.01 • • • • • • • • • Expiration Date: May 25, 2011 • • • • • • Approval Date: May 25, 2006 E -2 TABLE OF CONTENTS SHEET# DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 5 MISCELLANEOUS DETAILS 8 UNIT COMPONENTS TABLE I DESIGN PRESSURE RATING j/ / WHERE APPROVED FOR OR WATER PROTECTION FO INFILTRATION IS REQUIRED POSITIVE +80.0 PSF NEGATIVE -80.0 PSF 4 JELDWVEN® Steel WOOD EDGE IMPACT GLAZED INSULATED S I tW. DOOR 6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL INC. AND ENDURA PRODUCTS INC. 1# GENERAL NOTES i. THIS PRODUCT IS DESIGNED TO MEET THE FLORIDA BUILDING CODE INCLUDING "mfr. 2. WOOD BUCKS BYOTHERS MUST BE ANCHORED PROMPTLY TO TRANSFER LOADS TO THE STRUCTURE & PRODUCT ANCHORS SHALL BE ASUSTEDANDBPACEDAS SHOWNON DETAILS. ANCHOR EMBEDMENT 7CEASE MATERIAL SHALL BE BEYOND WALL ORESSWG OR moos 4. DESIGNED PRESSURE RAMS SEE TABLE PAGE 1. IL THISPRODUCTMEETS RE WATER REQUIREMENTS FOR MN VELOCRY HURRICANE ZONE(HVIS) a PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL DOOR (Common to Ohms conditions) DOOR LEAF CONSTRUCTION: Face sheets: 24 OA (0.021' min) Wdmess. Galvanized steel A -525 commercial twiny AKDO perASTM 620 with average minimum yield strength Fy(ave)a30827psL Core Des47m Expanded polystyrene with 1.0 to 1251be densfy, tyJeld-Wen Inc. Panel Construction: The active and inactive panels areaonshacted ham 24 GA (0.021° min) ga vanlzed steel The tam sheets a1 top and bottom me bent 90° over the top and bottom rags. The top tall measures 1.0' high x 1.688° wide. The steel bottom tall measures 121' high x 1. 688' wide. The sides of the fate sheets are m8 fanner into One latch and hinge stiles which measure 1.00 high x 1.688' wide. The Interior mviry Is filled wilt expanded polystyrene. The face sheets are gated to the expanded polysyrene. The panels ate out out Earths My -plece ODL Ahnntman Ss prime. Units are glazed with tempered end laminated Impart 1° IG. On double door applications the Inactive door Is Mead with an extruded atsntaim astragal of 6063 - T5 ahoy, manufactured byEndma. Frame Construction: The frames are constructed of fingeriainted pine jambs measuring 4-9/16 "x 1 -1/4 °. The head jambs are mortised andbut joined to the side jambs, and attached with three (3) 16GA 7 /16' crown x2°long staples on each side. The t reshhold is attached to the side jambs with three (3) 160A 7 /16 " crown x 2 °long staples on each side The units use an inswing adjustable threshold. Glazing: ODL Insulated lite 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 A91ites are sandwiched glazed Into the panels. SINGLE OUTSWINO UNIT 21 1/8 MAX D.LO. /INACTIVE 21 1/8 ' MAIL D.LO. ACTIVE 0 0 ALL DOOR MODELS ARE VIEWED FROM THE INTERIOR SIDE 36 1/2" MAX. PANEL WIDTH — ►{ W / ASTRAGAL I 74' MAX. OVERALL FRAME WIDTH DOUBLE OUTSWWG UNIT • ••• • • • • • • • • • • • •• • • Deeho.c.A 2 REF ASTRAGAL BOLT ITEM # 12 • • • •• • • • • • •• • • • • • • • •• •• •• • • • •• • • • . • ▪ �lb1lthl •Nona .n • • .,r . • 111PI • ••• • • • • z 0 10 0 0 O m z FF n in z 0 z 0 ATE 9 -06 -05 sou: NTS • ev: JPR 4 BY: Dl *1N0 NO.: •JW0509 -03 -01 SHEET 1 OF 6 • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• • • • • 0 00 • • 0 VERTICAL CROSS — SECTION (ENDURA # FOB4566 SILL) NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) • •• • • • • • • • • • • • • •• . • • •• • •• • • • • • •• • • • • • • • •• •• •• • • • •• De-1700.4 ' 0. V6 • • c D O wj W fo yy U o g a. o 0 ttg 0 z io 0 0 m z m m z 0 0 z mm 9 -06 -05 Sac: NTS t BY: JPR oft 0.0 • ROOM NO.: 1 JW0509 -03 -02 Derr 2 cr 6 ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• 0 •• • • • • • • Item DESCRIPTION Moteriol 1 SIDE JAMB (1 1/4"x 4 9/16 FINGERJOINTED PINE) PINE 2 HEAD JAMB (1 1/4"x 4 9/16" FINGERJOINTED PINE) PINE .3 4 x 4" BUTT HINGE 12GA. (.089" MIN) STEEL 4 . #9 x 5/8" PHILLIPS FLATHEAD WOOD SCREW STEEL 5 #8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 #10 X 1 1/2 PHILLIPS FLATHEAD WOOD SCREW STEEL 7 #8 x .3" PHILLIPS FLATHEAD WOOD SCREW STEEL 8 #8X1" PHILLIPS PAN HEAD WOOD SCREW STEEL 9 COMPRESSION WEATHERSTRIP Q -LON QDS -650) 11 OUTSWING BUMP THRESHOLD (ENDURA) ALUMINUM 12 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 x 18" STEEL 13 ASTRAGAL BOLT STRIKE PLATE LOCATED ON HEAD JAMB STEEL 14 16 Go. 7/16 CROWN x 2 LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUM 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL STEEL 19 2x WOOD BUCK WOOD 20 SHIMS FOR 1/4" MAX THICKNESS WOOD 21 DOW 995 SILICONE SEALANT SILICONE 22 1 IMPACT IG ASSEMBLY NOA #03- 0428 -02 GLASS 23 1/8" TEMPERED GLASS GLASS 24 3/8" LAMINATED ANNEALED GLASS GLASS 25 LOCK BLOCK (WOOD X 12 LG) WOOD 26 TOP RAIL (FINGERJOINTED PINE) PINE 27 BOTTOM RAIL (25GA MIN GALVANIZED STEEL) STEEL 28 EXPANDED POLYSTYRENE (1.0 TO 1.2516s DENSITY BY JELD -WEN) FOAM 29 STEEL DOOR PANEL SKIN MATERIAL (24GA GALVANIZED) A -525 COMMERCIAL QUALITY 0.021 MIN. THICK.) STEEL GALVANIZED 30 ODL LITE FRAME (ALUM 6063 T5) ALUMINUM 31 HINGE SIDE STILE (FINGER JOINTED LVL) PINE 32 LATCH SIDE STILE (FINGER JOINTED LVL) LVL 33 #8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 0 VERTICAL CROSS — SECTION (ENDURA # FOB4566 SILL) NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02- 0503.07) • •• • • • • • • • • • • • • •• . • • •• • •• • • • • • •• • • • • • • • •• •• •• • • • •• De-1700.4 ' 0. V6 • • c D O wj W fo yy U o g a. o 0 ttg 0 z io 0 0 m z m m z 0 0 z mm 9 -06 -05 Sac: NTS t BY: JPR oft 0.0 • ROOM NO.: 1 JW0509 -03 -02 Derr 2 cr 6 ••• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • •• •• 0 •• • • • • • • SEE NOTE #3 & 4 o 4 ®00 3/4' MIN. EMB. SEE NOTE 11 1/4' MAX SHIM 1 /8'MIN I CTRSINK 2 HORIZONTAL CROSS SECTION 3 AT LATCH JAMB TO BUCK, TYP. SEE NOTE 12 I HORIZONTAL CROSS SECTION \-41 AT "ENOURA" ASTRAGAL INTERf06 EXTERIOR 1/4' MAX. SHIM 3 HORIZONTAL CROSS SECTION 3 AT HINGE JAMB TO BUCK, TYP. SEE NOTE #3 & 4 NOTES: 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE #5. (TOTAL OF 14 SCREWS). 2. LATCH AND DEADBOLT STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. BOTH PLATES REQURE #8 X 3" PHILLIPS FLATE HEAD WOOD SCREWS. 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA #02-0503.07) • • ••• • • • • • • • • • • • • •• • • • •- ••• • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • o : NTS MOO EF`• JPR to z 0 a z z 0 V1 La 0 O z OATS 9 -06 -05 4 . BY DIMINO NO.: • JW0509 -03 -03 SHEET 3 OF 6 ••• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • st SEE NOTE 1 d r in A14 W 14 N SEE NOTE 1 7 TYPICAL JOINING OF SIDE JAMB TO HEAD JAMB OR SILL SEE DETAIL A SHEET 5 NOTES: m m co COCO a` SINGLE DOOR ANCH ❑RING L❑CATI ❑NS SEE DETAIL D SHEET 5 12.4 12.4 w 12.4 -- 12.4 12.4 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS USING (3) 16 Ga. 7/16" CROWN x 2" LONG STAPLES. SEE DETAIL B SHEET 5 6 SEE NOTE 1 6 j 2 --i 12.4 6 SEE NOTE 1 74 \-SEE DETAIL E SHEET 5 • ••• • • • • • • • • • • • •• • • COCO m m DOUBLE DOOR nom m ANCHORING L ❑CATIONS •• ••• • • • • • • • • • • • ••• • •••• • CIC IJ IM J W" � J 301. q N 4:1 1- a OF 4O 0 O. rc 0 o 0 0 0 u) 0 z DA's 9 -06 -05 NTS OW: OF: JPR cj OI•WINO NO3 . J 1 ,450.9 - 03 - 04 SH¢r 4 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C STRIKE PLATES TO JAMB DETAIL A HINGE MOUNTING DETAIL DETAIL D STRIKE PLATES TO TYPICAL ASTRAGAL 00 ASTRAGAL DETAIL Fastener Spacing Enduro Astragal. 118x 1 PPH WS DRILL 3/8 ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL B TYPICAL ASTRAGAL STRIKE PLATE GLAZING DETAIL INSULATED GLASS UNIT DRILL 3/8" ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8" DEEP DETAIL E • ••• • • • • • • • • • • • .• • • 1/2 x 1/4 ALUM SPACER i 1/8" TEMPERED GLASS 1/2" AIR SPACE 0.090 PVB INTERLAYER BY EXTERIOR \ SSLUTLF • • • •• ••• • • • • • • • • • • • 108 ° •nNMEALED • • • • APPrvwln val fie a. • • • NO» /6. liNtir1 0 W 0 io 0 CO 0 0 Fa in z 0 0 z OTE 9 -06 -05 NTS 011B. BY. JPR 4 . By: Darn NO.: . J14509 - 03 - 05 9+EEr 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 1 _ 1 — 1.82" /�- '„,Orr zoaisk -J�•�b qa - -� � 26 1.21" 1.25" � � I__ 1 1 � 31 _ N O O O 0 dr i 32 — •1 1.688" O I I 4.563" Q u �° Baal N vt SY JELD -WEN, INC. 31725 HIGHWAY 97 N. CHILOQUIN, OR. 97624 PH. 1-800- 535 -3936 - ' - 4— .089" 8UTT (Min) HINGE STILES AND RAILS LATCH STILE & HINGE TOP RAIL (FINGERJOINTED PINE) _ r`l OUTSWING THRESHOLD (ENDURA) / ENDURA ULTIMATE HURRICANE ASTRAGAL PART #F0B4566AA, 6063 -T6 ALUMINUM 4 x 4 x 12 GA STEEL 6063 -T6 ALUMINUM EI --► --- .021 1.688" 1.646" f -0 N •- EII III (1) -H 1 3/4" PRODUCT: IMPACT GLAZED STEEL DOOR OUTSWING 6' -8' LIP LITE S1N3NOdWOO l IN11 XI8VI SStl tiO .L8Yd 30 3.729' .1t�t asp' 4.563" ' .324" - . -- - - I [• 1 PDL L TE FRAME + Aifirir,r LOCK BLOCK (12 LG) .125" BOTTOM RAIL 2 STEEL, 25GA MIN GALVANIZED N JAMB MB WOOD ALUMINUM 6063 T5 r . FINGERJOINTED PINE 13 O •• ••• • • • • • •• • • • • Z.5„ --I 1 9/32 " iENERAL REVISIONSI iENERAL REVISIONS1 REVISIONS COMPRESSION WEATHERSTRIP in ASTRAGAL BOLT HEAD STRIKE ASTRAGAL SILL STRIKE PLATE 1 • • • • • • • •• •• •••• •• • I IID -1 • • • • • • • • • • • • • • • •• • • Approved y .. •ISM A • �j[,j • • NO Ti - fri 7 •" • • • I r �` - -" DOE 9 -06 -05 18" ASTRAGAI BOLT SCALE Nrs , sy: JPR _ N 12 MATERIAL: C/R STEEL ROD M ZINC & YELLOW CHROMATE ,„� " •' owrmc e0» • JW0509 -03 -06 sir 6 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •