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WS-13-2625
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 �\ �:)�SNev l —\_ BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 100 w e 100 _SA (C4 � NOV 2 0 2013 Permit No. FBC 20 Master Permit No.16 8 -.2625 ROOFING City: Miami Shores County: Miami Dade Zip: Foho/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple 313 Bios = NSD -33G City: l" l I (JIM i S �,Xe S State: 4�� Zip: Tenant/Lessee Name: O i A Phone#:_ Email: n 1 GVOZ2ZR CAP-% `t 1 , C00) f Cli14 i-(4 z4 D CAA A; ) i G,_�q CONTRACTOR: Company Name: Azen�e=_ i � �a/ : Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Certificate of Competency #: Value of Work for this Permit: $D I Zoo Square/Linear Type of Work: UAddition OAlteration 1 ONew Description of Work: - Lcol � ce Z-ywl �lfilows C4 Color thru tile: Submittal Fee 0 - Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ of Work: 0;31- Color or CCF CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1O0 • L%CJ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State ti zip 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 even (7) days after the building permit is issued. In the absence of such posted notice, the inspection wall �o be approved a d r ansp on fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 1-�, by N® e.fY11 F.- til who is personally known to me or who has produced (,2 Zg6 2E y y g®2® As identification and who did take an oath. NOTARY Signature Contractor The foregoing instrument was acknowledged before me this day of .20 _, by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: i, _ Sign: Print: ;,�v Print: My Commission Expires: ? ` Qu��IC':. = My Commission Expires: '•., Commission � :` APPROVED BY 01 iii "���\\ Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012XRevised 3/12/2012) XRevised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007) 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 NAME: M I LA [�Z-- DATE: I ADDRESS: tes.AL, 3331 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7). And I have read and understood the following disclosure statement, which entities 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. 1 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 actas y own contractor with certain restrictions even though I do not have a license. Infial� 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible or the construction and is not hiring a licensed contractor to assume responsibility. Initial v[— 3. 1 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 lice a bers on permits and contracts. Initial -4. 1 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 o s ntially Improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 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 1 employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the properly 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 willful ng as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. initial 8. 1 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 compens5tlon for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 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. 1 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 Im ntact the Florida Construction Industry Licensing Board at 850.487.1395 or h :// ww.m oddalicanse.comidb r/Dro/ ilbM V Initial 11. 1 am aware of, and consent to; an owne -builder uikling permit applied for in my name and understands that I am the party legally and fin cially responsible for prop truction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform I have provided on this disclosure. Initial 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 contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the properly owner and retumed 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 _day of 20 BylNi!e 0\1 who was personally known to me or who has h SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE APPLICATION FOR SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT REVIEW Property Owner's Name: �� ��'' �aa Property Owner's Address: Property Owner's Phone Number_supe"s Property Address: _/ -' Contractor's Name: Contractor's Address: Contractor's Phone Number: Flood Zone BFE Lowest Floor Elevation (Excluding garage or carport) Check one of the following: [ ] I am attaching a State Certified Appraiser's report, valuing the structure at: [ 1 am not attaching a State Certified Appraiser's report and I accept the use of the valuation of my property that has been recorded by the County Property Appraiser's Office. ///142 SIGNATURES:Property Owner:Date:zz Contractor: Date: t SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE PROPERTY OWNER'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Property Owner's Name: Property Owner's Address: Property Owner's Phone Number: I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject structure including all additions, improvements and repairs and, if the work is the result of Substantial Damage, this work will return the structure at least to the "before damage" condition and bring the structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared , who, being duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the aforementioned conditions. Property Owner's Signature Sworn to and subscribed before me this day of , 20_ Notary Public State of My commission expires SUBSTANTIAL IMPROVEMENT OR SUBSTANTIAL DAMAGE CONTRACTOR'S SUBSTANTIAL DAMAGE OR SUBSTANTIAL IMPROVEMENT AFFIDAVIT Property Address: Contractor's Name: Contractor's Company Name: Contractor's Address: Contractor's Phone Number: Contractor's State Registration or Certification Number: Contractor's We Registration Number (if applicable): I hereby attest that I, or a member of my staff, personally inspected the subject property and produced the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of Work, will return the structure to at least its condition prior to damage and bring the structure into compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed for the subject building are included in this estimate and that neither I nor any subcontractor or agent representing me will make any repairs or perform any work on the subject structure other than what has been included in the attached list. I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES, IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE APPROVED BUILDING PLANS. See attached itemized list. STATE OF COUNTY OF Before me this day personally appeared , who, being duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the aforementioned conditions. Contractor's Signature Sworn to and subscribed before me this day of , 20 Notary Public State of: My commission expires: Application Number Cost Estimate of Reconstruction / Im E 11/02®/1 This cost estimate of reconstruction/improvement must be prepared by and signed by the contractor or by the owner if the owner acts as the contractor. Owners who act as their own contractors must estimate their labor cost at the current market value for any work they intend to perform. Sub -Contractor Bids Contractor o ner Estimates Bid Amounts (see note "D") Material Costs Material Costs 1. Masonry 2. Carpentry Material (rough) 3. Carpentry Labor (rough) 4. Roofing 5. Insulation and Weather-strip 6. Exterior Finish (stucco) ors, Windows & Shutters*' 8. Lumber Finish 9. Hardware 10. Drywall 11. Cabinets (Built-in) 12. Floor Covering 13. Plumbing 14. Shower/Tub/Toilet 15. Electrical & Light Fixtures 16. Concrete 17. Built-in Appliances 18. HVAC 19. Paint 20. Demolition & Removal 21. Overhead & Profit Property Search - Report Property Information: Folio 11-3205-019-0390 Property Address 1180 NE 100 ST Owner Name(s) NOEMI E LA HOZ Mailing Address 1180 NE 100 ST MIAMI FL 33138 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Use Code 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,382 Lot Size 10,909.92 SQFT Year Built 1951 Full Legal Description 5 53 42 MIAMI SHORES SEC 8 REV PB 43- 67 LOT 3 BLK 178 LOT SIZE IRREGULAR OR 19770-0394 06 2001 1 Assessment Information: Year 2013 2012 Land Value $199,307 $190,273 Building Value $210,978 $239,544 Market Value $410,285 $429,817 Assessed Value $396,8641 $390,231 Benefits Information: Benefit Type 2013 2012 Portability Assessment Reduction $0 $39,586 Save Our Homes Assessment Reduction $13,421 $0 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Widow Exemption $500 $500 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Page 1 of 2 MIAM OFFICE OF THE PROPE PROPERTY SEARCH SUP Aeri Taxable Value Information: Year 2013 Amount Exemption/ Taxable County $50,500/$346,364 School Board $25,500/$371,364 City $50,500/$346,364 Regional $50,500/$346,364 Sale Information: Date Amount OR Book -Page Ouall 12/30/2011 $399,515 27946-3490 Corre conk 08/02/2010 $499,550 27379-2405 Qual 06/01/2001 $339,000 19770-0394 2008 Qua] 1 08/01/1998 $244,000 18229-2007 2008 Qual 1 06/01/1990 $189,000 14590-2172 2008 Qual I 05/01/1988 $138,000 13705-2331 2008 Qua[ I 04/01/1977 $11 00000-00000 Quail Disclaimer: The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the http://gisweb.miamidade.gov/PropertySearch/printMap.htm 11/20/2013 rilET2OFs X06 , sd ,Y�j PrP .¢'o c4e . oANWIL sro -o/`n g io so- o y IVR ciao v VI ,ec x.0 /78 Sul ` 0 /� Miami Shores Village APPROVED BY DATE a/o• o� -�$ ZONING'DEPT D'� syr BLDG DEPT` j r iter � A01 SUBJECT f0 CCNIPI-VINCE W" ALL FEDERAL STATE ANL) Cr I-JNi"f HLA -ES AND REGULATIONS Ac-'FLf &i 4C. IJ iQ ,e a.00 4,V TNs ALLEY — THOMAS J. KELLY, INC. �.�. NOVA 02013 SURYEYO"-MAPPERS-LAND PLANNERS {�y 333 PALERMO AVENUE CORAL OAKE5• PLORIOA �I o (W 444 -YM DAW (AM ?"-32M §RWD �! ($M 441-4494 UAW PAX (954) ?"-3260 iRWO PAX DATE FlELb WORK O% o- - b WORK Fb r RAMMS ENGINEERING, INC. Kd =.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Are Effective Wind Area or, Tri utary Are in Square Feet 10 20 30 40 50 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9. .44.97 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Are in Square Feet in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 .-0.66 -1.40 -1.29 -1.23 -1.19 -1.15 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 1 -53.8 1 -52.5 1 -51.5 -50.7 -50.1 60 -58.2 1 -55.8 1 -54.4 1 -53.4 -52.6 1 -52.0 Exterior Zones (5 = Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Are in Square Feet 10 20 30 40 -50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4. 30 -62.3 -58.1 -55.7 -53.9 -52.6 =51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -5 50 -69.3 -64.7 1 -61.9 -60.0 -58.5 60 -71.9 -67.0 1 -64.2 -62.2 -60.6 .4 Length of End Zone (a): 10% of least horizontal dimension or .4 but not less than 4% of least horizontal dimenslon or 3 ft. (h = m NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T, whicheve is srrl r, an roof het ht In e) . N FOR FLAT ROOFS. 0 4 4 ALI w MIAMI•D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2539 NOTICE OF ACCEPTANCE (NOA) www.miamidade.ggy/ners/ Trulite Window & Door Solutions, LLC 8130 NW 70 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 111800"Aluminum French Doors w/ wo sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, prepared. by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; 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 Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. SHW is integral part of Mak door application, door not to exceed 39-1/2W x 8411H and Max DP—+/ -65 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series 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 & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAM tjDARE COUNTY NOA No 11-1209.02 r Expiration Date: January 03,2017 Approval Date: January 26, 2012 \ Page 1 19 1 Trnli%s Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07). 2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 0947-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10-0930.07/09-0316.05) 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 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 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 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 24113.2. 1, TAS 202-94 Along -with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06-1229.03) 4. 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 24113.2. 1, TAS 202-94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron Mfg. Co) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10-0930.07). 3. Glazing complies w/ ASTM&1300-02 & -04 C7lL Ishaq I. Chanda, P.E. Product Control Examiner NOA No 114209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-1 r Tralite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15111, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27111, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 10-0930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. (transferred from file # 10-0930.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC)(transferred from file # 10-0930.07). 11. Asset purchase agreement dated 11101/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03-0845.47). G. OTHER 1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO. Ishaq L Chanda, P.E. Product Control Examiner NOA No 11-1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E-2 I SERIES 1800 ALUM FRENCH DOOR W/ SIDELMS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQWR MENTS OF THE CURRENT FLORIDA W ONG CODE MWDMIG H= VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE 64 USED IN DESQN OF ANCHORS INTO WOOD ONLY. MATERMLS INCLUDING BUT NOT L IED TO STEEiJMEDIL SCREWS THAT COME MRO CONTACT WITH OTHER DISSIMILAR MATERIA S $HALL MEET THE REQUIREMENTS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. L �+• MAX. � 421CAL ELEVATION ( X ) SINGLE LEAF DOOR 12 6 3/4" MAX. 71 3/4' MAX 23 7/8' MAX. ICA TYPICAL ELEVATION (XX) DUAL LEAF DOOR DOOR OPTIONS ��MdMlo GLASS D.L.O. DIMS. 11-12.OQ.Qz D.L.O. HEIGHT (DOOR & SIDELITE) — FRAME HEIGHT — 13" D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 13.625" a D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 24'/2 J 6�¢n. wvgo AN , DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. gv0. SHUTTERS ARE NOT REQUIRED. TV drawing no. W01-64 144' MAX. 108• MAX. �u FRAME WITH FRAME WUrH [o r 8 3/4' MAX. 12' MAX 12' 12° 12' 12' 3° MAX, a HEAD/SILL HEAD/SRI 3° FALSE MUNTINS CORNERS SURFACE APPLIED 3' HEAD/SILL Q .� F A 3' 3' MAY USED K A i 3' C 28 �8 D ❑ u u i n u a ii ii u n I u H ® if r1 \ r1 rr a 1r u =a= r / l-u-- u n u u u u ats ACTIVE ACTVE r I n I 23 7/8' 23 7/8' MAX. 3° 18• 23 7/8' MAX. �_ Z D.L.OPO. O.L OPG. 12 Q. D.L OPG. 34° 34' MAX. 34° MAX. OO LEAF WIDTH LEW WIDTH LFAF WfOTH 0 TYPICAL ELEVATION TYPICAL ELEVATION ( OXXO ) ( OXXO) n WrM PANEL �8LT138 WITH DIRSCP 3Ef SIDELITE3 �P1N�Pho c -- !M=:Nr l � •OZ SIDELITE OPTIONS n f Y �ca�H. 8 70892. Q drawing no. W01-64 sheet of 39 1/2' MAX. 4,u DOOR FRAME WIDTH 1 38 5/8' MAX. 28 1/2' Z LEAF WIDT 3 3/4' WINDOW WIDTH C r. (t,� 8 3/4' MAX. MAX. 25 3/8' $ HEAD/SILL Al HEAD/Sal, D.L. OPG. (FIXED) CORNERS CORNERS 13, 81/- 6" MAX HE" CORNERS O i 1/8' ANN. GLASS 14 090 PYS DGERIAYER \ 10 S SAFLEX tw 8Y 'SOLUTIA' .092' ALUM PANEL \\ 21 lu 1 e 1/8' ANN, CLASS 5/8' THX. PLYWOOD C1 \ x J Q Sq SILICONE SILICONE .092' ALUM PANEL GE 2800 CE 2100 w \ O.l. OPG. ro $ p{ a G4 O1 / H1ig 28 1/4" VEN, , 0 o�o h ND F 3� ALUM CLADALYWOOD PANEL NOTE: Z X10 X 1' PH SMS 27-1/2",WIDTH MAX. SINGLE HUNG WINDOW IS INTEGRAL PART OF THIS DOOR. aJ ^ AT 8' FROM ENDS 33-1/V HOGHT MAX. DO DOOR AND 18' D.C. MAX. / GLAZING DETAIIS / TYPICAL ELEVATION X FOR DESIGN LOAD CAPACITY SEE SHEET 4m ffi o o SINGLE LEO DOOR WITH DOOR 2500 SINGLE MWG WDW INMMT 0 :U CG WLLOS WINDOW INSERT OPTION q FLA. PE 70892 $ n ®%' drawing no. W01-64 • sheet 30115 DOOR SIDEM �u WIDTH ro 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE ZO / BASED ON ASTM E1300-04 (3 SEC. GUSTS) // DECLARRAA FLORIDA STATEMENT BUILDINGCOMMISSION 5 EC -21 s a �$ \\ aj r- ei \ Q' Q Q O (0) V u� { X) DOORWDTH ME SWB)TH DELITE SMEUTE DOOR FRAME WM WIDTH WIDTH 4 ` w $ w S ¢LAI Ll Lj\C d(0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER F8C. a $L F� I ODOR FRAME W87TF, t � ( 0X0 } 3 j OX Y2 WIDTH DOOR FRAME WIDTH WIDTH DOOR FRAME WIDTH or',�• �S Ij ao: � � O lo / \ $ ri, o A� ! ` ILLN \ I Ll /1 \\ // 18' MAX. � OOOR FRAME WIDTH ( XX) I DIRECr SET SIOEUTE WIDTH EXTERIOR (X) OR (>� FRAMDEOR WIWIDTH aaTn�E � On ) ( OXXO } o q ?� VLk191Kti o m o x e�wtl! 1Mlb1Mk IP PANEL SIDEUTE WIDTH DOOR FRAME WIDTH _I '�"'`"°"" q •u _o (X) EW. JAVCCCAWWWDggg AHMAD 9Mk n = d Q\ EXTERIOR w ACTIVE MACTFVE $ W01-64 / r f / I PAN0. S8N1RE WIDTH � DOOR FRAME WBTTH _ C P (XX) sheet 4 of 15 ExmeDR sHVGT� >� (X) DOORS �o1rr am, DESIGN LOAD CAPACITY - PSF DOOR DOOR GLASS TYPES FRAME WIDTH FRAME HEIGHT 'B' OR 'D' (INCHES) (INCHES) EXT.(+) ML(-) 31 1/2 88A 86.0 78 3/4 37 1/2 85.0 B5.0 39 t/2 � 3/a 86.0 8SA 37 1/2 B8.0 88A 3, 1/z as 3/a e6•a BSA 37 1/2 85.0 BBAiL DOTIDLR LRAF {XX) DooIBT alTHauT ,1mRLiTffi DRSIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH NICHES) DOOR FRAME HEIGHT (INCHES) GLA88 TYPES W. �' OR 'D' EXT.(+) MT.(-) 80 � 3/a BSA 85.0 71 3/4 BBA 86.0 � 83 3/4 88A 85.0 71 3/4 BSA 65.0 80 � 3/4 85.0 85.0 71 3/4 DOTIDLR LRAF {XX) DooIBT alTHauT ,1mRLiTffi DRSIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH NICHES) DOOR FRAME HEIGHT (INCHES) GLA88 TYPES W. �' OR 'D' EXT.(+) MT.(-) 80 � 3/a BSA 85.0 71 3/4 BBA 86.0 � 83 3/4 88A 85.0 71 3/4 BSA 65.0 80 � 3/4 85.0 85.0 71 3/4 88.0 85.0 SRVGLB LisAP' (X) DOORS BITH B.H. INSERT FIA D1�IGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES) DOOR FRAME HEIGHT (MORES) 6/B" PLY9POOD .082" ALDffi PANID. 31 1/2 � 3/4 86.0 86.0 39 1/2 BS.O 88.0 STATIONARY PANEL (0) OR DOORS WITH SIDRLIT&8 DESIGN LOAD CAPACITY - PSF DOOR FRAME HEIGHT QNCHES) DOOR FRAME WIDTH (INCHES) PANFl SBTET.HE WIDTH (INCHES) DIRECT SET SiDE1.ITE WIDTH (MCS) GI.A88 T�� 'A', '8' OR 'D' EXT. (+) MT. {-) 31 1/2 (,Q � � � 38 42 48 � 78 18 18 18 18 85.0 88.0 65.0 85.0 85.0 88.0 88.0 6&0 85.0 85.0 79 3/4 71 3/4 (XX) 30 38 42 48 18 18 78 16 88.0 85.0 88.0 BBA 85.0 85.0 85.0 85A B3 s/a 31 1/2 (,Q Bo ()Of) °.A 38 4z 4a 18 18 ,8 19 88.0 85.0 85.0 88.0 B5.0 BS.O 65.o BB.o 37 ,/2 (X) 71 3/4 � 30 38 42 1e 18 1 B BB.o eB.o 85.0 88.0 85.0 88.0 8S 3/4 31 1/2 (7f) � (�) 30 ,� 42 18 18 18 88.0 B8.0 85.0 88.0 88.0 88.0 37 1/2 ()C) 71 3/4 (XX) 30 38 18 18 88.0 88.0 85.0 88.0 j /ri i rte\ /ri i rte\ TYPES A. 8 & D GLAZING DRUM AT DWCT SET SIDELITE HEAT SIREN D CLASS 018' URETHANE ADHESIVE .070" INTERLAYER 'u 'POLYCARBONATE 04PACT GLASS' ETHANE ADHESIVE HEAT STREN'D GLASS SILICONE GE 28M FE GLASS TYPE 'B' GLAZING OPTIONS 1/8' HEAT SrREWD GLASS EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850), .080 PVB INTERLAYER T THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE Al SAFLEX TAG BY 'SOLUrW MIDSPAN. 1/8' HEAT STRENI) GLASS LOCK OPTIONS Q 9OPTIONi SILICONE GE 2800 2 11 19 Z STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART I7. 1 13 No. YE -802, WITH 2-1/8' LORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SEI), KEY 14 T � OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEW . I MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH #10 X 3/4• PH SMS d py PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM AT D' FROM ENDS TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. TYPICAL GLASS TYPE 'A' HEAT SIREN D CLASS 018' URETHANE ADHESIVE .070" INTERLAYER 'u 'POLYCARBONATE 04PACT GLASS' ETHANE ADHESIVE HEAT STREN'D GLASS SILICONE GE 28M FE GLASS TYPE 'B' GLAZING OPTIONS HEAT STREN'D CLASS W8 INTERLAYER X wo BY SOLUTLA' r-3/18' HEAT STREN D GLASS 2m YE -833 YE -833 YE-e2a GLAZING ADAMR OPTIONS F.ngre • . Y '� a C1AgLL CPE APL 347CM38 2 d wing rro. W01-64 L • t � sheet $ of 15 4,u EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850), T THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE Al MIDSPAN. Z LOCK OPTIONS Q 9OPTIONi 11 19 STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART I7. 1 No. YE -802, WITH 2-1/8' LORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SEI), KEY 8 OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEW . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT d py PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM 0 41 n TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. 0} ro M OPTION �2 MANUFACTURER'S STEEL. THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT z <7' Z6 ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS E CONNECTED TO MORTLSE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON 0 THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH p�qq BS STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. � a� n . � HEAT STREN'D CLASS W8 INTERLAYER X wo BY SOLUTLA' r-3/18' HEAT STREN D GLASS 2m YE -833 YE -833 YE-e2a GLAZING ADAMR OPTIONS F.ngre • . Y '� a C1AgLL CPE APL 347CM38 2 d wing rro. W01-64 L • t � sheet $ of 15 OPERA -TING I IDS AND AL FOR SPACING ALTERNATE TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING t EDGE) 00 �1ac TYPICAL ANCHORS: SEE aw. FOR SPACING I X DIA. TAP -CON BY 'RW° Q z R� I F INTO 28Y WOOD BUCKS OR WOOD STRUCTURES I a 1-1/2" MIN. PENETRATION INTO WOOD Itoo�; THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN, EMBED INTO CONC. OR MASONRY $ WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTIE ' 6 4 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM DIRECTLY INTO CONIC. OR MASONRY AND TRANSFER THEM TO THE BUILDING STRUCTURE. Oa 1-1/4' MIN. EMBED INTO CONC. OR MASONRY METS #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0:"��`z I TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE . v ° TYPICAL ANCHORS SEE ELEVATIONS ctx F mcr FOR SPACING EW JAVAD MM F�k It �S ' �s$ drawing rw. sheat 6 of 5 TYPICAL ANCHORS: SEE aw. FOR SPACING I X DIA. TAP -CON BY 'RW° Q 1/4" DIA. ULTRACON BY 'ELCV (Fu -177 Im, Fj 155 KSD INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN, EMBED INTO CONC. OR MASONRY �t,, 4 DIRECTLY INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I INTO METAL STRUCTURESSTEEL m : 12 MIN.K N 11/8" asst THA. FMIN. (6063- ALUMINUM: (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)s 012 SMS OR SELF DRILLING SCRE1V5Z Y2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) (NO SHIM SPACE) ao� TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. o CONCRETE AT HEAD, SILL OR JAMBS fc = 300o PSI MIN. C-90 HDLLOW/FTLLED BLOCK AT JAMBS fm = 2000 PSI MIN. SPALAM: r p � ill FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. o �wll►firlluilo o o w I i 2« . v ° TYPICAL ANCHORS SEE ELEVATIONS ctx F mcr FOR SPACING EW JAVAD MM F�k It �S ' �s$ drawing rw. sheat 6 of 5 OPERATING UNITS drawing no. W01-64 ACTIVE INACTIVE ff 41 mLOCK MIN I EXTERIOR 3 POINT LOCK ,. ACTIVE LEAF OPTION drawing no. W01-64 STYPICAL EE PANEL SIDELITE INSTALLATION DETAILS ��V ED% per, FOR SPACFNC 8`.. 8 O810 X 3/4' PH SMS g 4 AT 4-3/4' FROM ENDS 0 eti AND 14' O.C. MAX, gLg��i 8 SCONE AT 4-310 x 1!"Fzm ENDS £ g AND 14 O.C. MAX. $ TYPICAL SCREWS NOT REMAIM. O 1/4' MAX... #10 X 3/4' PH. SMS. FOR SIDE WDOOR JAMB . •I SAN . • 5 O AT 4-3/4' FROM ENDS AND 3 O CONNECTION /,SILICONE 14' O.C. MAX., TYPICAL .3: 1 17 74 a it ITYPICAL H - - a FOR SPA= _ _ i _ 1If [ o OZp v jj I 7 7 21 7 � r7 8 .I OL Opti. EXTERIOR DOM F .I PANEL SME1RE WIDTH DOOR FRAME WIDTH i !t FRAME WIDTH ISI 0 o sXA:ONE SILICONE © C �a-y1 N � 2 ALTERNATE r D O W 4 O S I \ . J CAfit� � •� FIA 402 :o .,.., . . EDGErDINI: TYPICAL ANCHORS ' • a '• TYPICAL ANCHORS SEE ELEVATIONS EDGEDIST. SEE ELEVATIONS FOR SPACING FOR SPACING drawing no. PANEL SIDELITE UNITS W01-64 I � • sheet $ c115 TYPICAL DIRECT SET SIDELITE INSTALLATION DETAILS aAAPCHORS EDGE DLtiT. FOR SPACING a a. 4J 141 O .• 1 St ii ti ..i �3� 0 it i• i• it :I I (4° 0 i � i 1/4" MAX.•. SWEUTE/OWR JAMB O O CONNEMON ¢� �� �� 8 M c 1 W i it I 1 31 86Z �S c 17 M i e aDA MICAL ANCHORS __ _ — _ _ I I II IiI SEE ELEV.1 FOR SPACING— " 18" . O.L OPO. p1 7 EXTERIOR DIRECT SET SIDELRE WIDTH DOOR FRAME WIDTH Mal Ill �y Ill OPTIONAL ii FRAME WIDTH 31 5 �wM A�!'le�dAaMal8181=19 ' MIA • JA On pAda FIA 70892 1�1 �i CAU O' ' c EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING . Ll DIRECT SET SID . ITE UNITS 4.000-- 25D H.494 2.117980.070 .781 1.240 1.547 .750 t DOOR FRAME HEAD .7,8 .972 1a �I OSO k 7. GLAZING CHANNEL PRESSURE PLATE 1 (9) SNAP CAP .97-j( 1.217 I ,13. U 1814 .050 050 853 1.087 13 14 EXT. GLAZING LEG. INT. GLAZING LEG #10-24 xSTEMt/z• FH Ms (THREAD CUTTING) Q RI 3) TOP/BOTTOM RAIL 4.138 .070 1.834 4.282-- n7 .282n HINGE STILE LOCK STILE ® LOCK STILE 7R 3 POINT LOCK OPTION) 0 0 0 0 21 HINGE ASSEMBLY 4.000 1.800 2125 .838,.490 n SIDELITE FRAME ITEM # PART ff 1 REQD. DESCRIPTION MATERIAL MANF./SUPPM/RNNARKB I YE -832 1 DOOR FRAME HEAD/JAMB 6003 -TB - 2 YE -810 1 SM. THRESHOLD 6083 -TB - 2A YE -1820 1 M -RISE THRESHOLD 6063-T8 - 28 YE -840 1 OPRONAL THRESHOLD 6083 -TB 5 YM -809 AS REO. SIDEUTE FRAME 6063 -TB - 8 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL 5063 -TB - 7 YE -803 1 DOR LEAF JAMB - HINGE SIDE 6083 -TS - 6 YE -802 1 DOR LEAF - LOCK SIDE 6083-T8 - 8A YE -837 1 DOR LEAF - LOCK SIDE (3 POINT LUCK) 6063 -TIS - 9 YE -848 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 6063 -TB - 10 YE -818 AS READ. COVER PLATE 6063-T8 - 12 YE -824 4/ LEAF GLAZING CHANNEL 6063 -TB - 13 YE -835 AS REO. EXTERIOR GLAZING LEG 8083-T5 - 1A j YE -833 AS REM. INTERIOR GLAZING LEG 6083-T8 - 1B YH-623 AS REO. GLAZING GASKET VINYL DUROMETER 78 SHORE A YH-4004 AS REM. WOOL FIN WEATHERSTRIPPING (.187 X .260) - ULTRAFAS YR -622 AS REO. BULB WEATHERSTRIPPING (.196 X 260) VINYL DUROMETER 78 SHORE A GU 1/ACTIVE 3 POINT LOCK MECHANISM (OPTIONAL) S. STEEL - YH-610 AS READ. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST r2l YH-650 3/ LEAF BUTT HINGES. AT 11-1/2' FROM ENDS & MDSPAN ALUMINUM WITH SS PIN YE -805 4/ LEAF PRESSURE PLATE -TIE ROD 8083-T5 2-1/2" LONG YH-630 2/ LEW 3/8' DIA. THREADED ROD STEEL - YR -618 2/ LEAF 3/8•-16 HEX FLANGE NUT STEEL - 25 YM -541 AS R EQO. INSTALLATION SCREW HOLE CAP PLASTIC - 26 2/ LEAF FLUSH BOLT GUIDE, 1-1/2" LONG 8063-T6 - 27 2/ LEAF FLUSH SOLT AQ.IISTMENT PLATE S. STEEL - 28 1 PROTECTIVE BOX NYLON - 29 p 1 LOCK SET ASSEMBLY - LEVER OR KNOB TYPES 30 1 DEADSOLT ASSEMBLY - - 31 YM-816AS REOD. INSTALLATION SCREW COVER STRIP 6053 -TB - 32 AS READ. SIDEUTE FRAME MULLION 6083-T8 t.990 1.990 .770 1.990 .110 .110 2.610 I sOO 2.124 S0D .500-500 .078 4.000 .076 4.000 .078 4.G00� STD. THRESHOLD I ® HI-RISETHRESHOLD ' 0 OPTIONAL THRESHOLD aroWing no. W01-64 a 1 3/B' DIA. STEn ci lgoe FLU LTHRE HRS 2-1/2` LONOUITE Q; O 1(-) 010 X 1' PH SMS 1 N a��� gg /BROD AT EACH END 0 FRAME UPPER CORNER $ ffiffi m M 7 87 s 8 � � QM8 DOOR LEAF CORNER 3 YkawlC'1' son" lAa o o d c Mob (3) $10 X 1' SMS C- A.?t z ' aX EMOR drawing no. FRAME LOWER CORNER WO1 ^64 sheat 11 of 15 z � IL �o STASS Sr A FLUSHBOLTFLUSHBOLTFLUSHBOLTAOJUDJUSRNti PLATE WRH (2) �24NDERCN' W OVER PLATE WOH eS �Q DOUBLE ROW FIN SFAL WEATHERSOSP FLUSH BOLT GUIDE PLATE ASSEMBLY Q AND ADJUSTMENT FLUS1✓�T t� ATTACHED TD FRAME a d F SIRES AT TDP f91OWN) MID �TTDIf O -v' `7J' WNCEN FLUSH (2) g10-24 PONT B S > Ut lT. Flt, MS tip F M M d- a� 3 TOP FLUSHBOLT ASSEMBLY Z (2) tO-24 POW S FH. MS 'CONCEALED FLUSH BOLLS t-t/r LONG AwM. FLlW13OLT OUMF- Op t7WB�C9'APV. 1R� i ATTACHED TO FRAME STtES ASarmM TOP AND (Sim) OW b{7W16eftaitA Mlllli YAM as s f� ^t aCOLDLE COVER PLATE WITH ROW FIN SEAL 1., W c n n x 4 WFATHER,SW—? 7 SUBAiSS STEEP. FLET ADJUSIM PLATE WITH (2) 88-24 x i/� FH. UNDERCUT Std, LH SVM AH1M . ' G B FTA PE 7O. AN. 1 drawing no. ER4MOR W01-64 BOTTOM FLUSHBOLT ASSEMBLY+' t aFi88t 12 of 15 TYPICAL ANCHORS SEE ELEVATIONS EDCE 3//4` LIN. Dist. FOR 'ACIN �V THRbw PENETRATION BOLT .:•�; d •. , • .° n , G ' I P3 C B SLS FOR SING G 4 8 a ;� LL Z ui .g, t �as i t rP n I 3 g WEEPHOLES: 4 � W7 1" LONG WEEP NOTCH AT EACH END Ix 0 1 wl X 3�4" C 1 SNCONE CIE 2800 X10 PH. SLS. AT 4-•3/4" FIM U" AND 14° O.C. MAX. TYPICAL rYkki�y4? M 6 { Z S 17 � �11� a a s S >i _o.. R N x s � � D1 s =ii D1 iij j ` z :.. u'oMLAI q u Q g 1e ALTERNATE ' iN. FLA. M t 2 rim <• ° • < � drawing no. . q o ;� ° •. '.. .. SINGLE (X) OPERATING UNITS W/ S H WDW EDGE DST. FOR SPACING EDGE Dlsr. TYPICAL ANCHORS FOR SPACING { W01-64 sheet 13 of 15 1/4' MAX. �u mcm E1 VENT, WIDTH F1 SHIM Z � tar aLK2t 1 O WOOD 10 SMS an. TYPICAL ANCHORS FOR SPACING ING 17 FOR SPACING 4 r O O 0 �a 1 18 'i: ...a�. zTYPICAL�egj 8 EXTERIOR 7 21 '1€ SEE ELEV. D.L. OPO. FOR SPACING 0 S.N. WINDOW WIDTH LEAF WIDTH DOOR FRAME WIDTH LOCKOROPTION 1 ,9 LOCK OPTION 2 (SEE SHEET 5) Q 1/4• MAX.O O MAX. n n SHIM C' � Fi 1 SHIM SPACE laY WOOD .-.N s z METAL TYPICAL. ANCHORS 0 4 SEE 63". • ;� • FOR SPACING ra 01111; �y$� +'1..........' nr:Tri....... s�. . . . . . . . .o "' o tl.. �� ": • 17 27--1/2' MAX.18 Y wW Gl..... A►- r PANEL WIDTH > 27 — At EXTERIOR c o TYPICAL. ANCHORS 1F11F WIDTH o E 9 SEE B". FOR SPACING I C o W r n x DOOR FRAME WIDTH • } iii, ••�• 9 LOCK OPTION 1 C OR 1 19 LOCK OPTION 2 FFtIt1uup 2i�'• $ » (SEE SHEET 5) jj -:""":''• sneer 14 or t s 2.220 1.327 O s to FRAME NEAP Q; O 912 8 S A82 D ��_ ,.437 h g -H 1.082 4A FIXED RAIL O •� SINGLE BONG WINDOW BMW BAR SINGIB (1) DOOR 1.4� �81.625 q� EEE ?,f I 9121 K i SA VENT TOP RAIL 7 / / .R1 M r.2 ��1.,28 .08 amommum VENNT BOTTOM RAIL ., VENT SIDE RAIL i —2.174-19 �mSE> .830 -161 CCWrox 3/4' WEEP NOTCH . ---IyAT EACH ENO � - .055 1292 SCREEN RETAINING LEG 4 Q • 2.104 1 - "A Al n 3.827 3.027 f 2 RA. `765W 'gg� 916 1.179 I+ �\g` Md t.st7 S.H. VENT CORNER DETAIL dr°Wing no. S.H. FRAME CORNER DETAIL W01-64 � FRAME SILL 3A FRAME JAMB ehaet 15 of 1 lT'EfE � PIRP 8 ROW. D�CSD?T[OA, MATBR1Ai. MANF./80PPL1ER/REMAR38 IA YE -i89 i FRAME HEAD 6083 -TB 2A YE -167 1 FRAME SHl 8063-78 - 3A YE -102 2 FRAME JAMB 8D63 -TS - 4A YE -,82 , fOfED RAI 5A Bo63-'B - BA YE -18, , VENT TOP RAIL 6083 -TB - BA YE -188 1 VENT BOTTOM RAIL 8083 -TB - 7A YE -92 2 VENT JAMB 8683 -TB - 8A YB-4 AS RECD. GLAZING BFlJ) ALUMINUM ROIL FORMED 10A - 2/ VENT BLOCK &TACKLE BALANCE - - t,A YN-822 AS READ. BULB VINYI. - SINGLE ROMI PVC DUROMETER 78 SHORE A 13A YH-SOBF AS REM PILE-SCHLEOEI..187 % .28t1 - FIN SEAL (DOUBLE) 14A YH-604 2/ Yk]df VENT LATCH6 NYLON/CE,.tX1N AT 11• FROM ENDS t4A4 rn-s18 2/ VENT CAM LOCKS 7JUAAPc AT 11• FROM ENDS 18A il0 X 3/4' B FRAME ASSEMBLY SCJIENS CRS PLATED, PH 5113 16A � X ," 2 FIXED RA@. scREWs ORS CAD PIATED, PH SMS 17A �8 X 1-1/4' 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PLATED, PH SMS 18A YH-880 1 RE9IFORCINO BAR (.828X.3127 STEEI. - 2.220 1.327 O s to FRAME NEAP Q; O 912 8 S A82 D ��_ ,.437 h g -H 1.082 4A FIXED RAIL O •� SINGLE BONG WINDOW BMW BAR SINGIB (1) DOOR 1.4� �81.625 q� EEE ?,f I 9121 K i SA VENT TOP RAIL 7 / / .R1 M r.2 ��1.,28 .08 amommum VENNT BOTTOM RAIL ., VENT SIDE RAIL i —2.174-19 �mSE> .830 -161 CCWrox 3/4' WEEP NOTCH . ---IyAT EACH ENO � - .055 1292 SCREEN RETAINING LEG 4 Q • 2.104 1 - "A Al n 3.827 3.027 f 2 RA. `765W 'gg� 916 1.179 I+ �\g` Md t.st7 S.H. VENT CORNER DETAIL dr°Wing no. S.H. FRAME CORNER DETAIL W01-64 � FRAME SILL 3A FRAME JAMB ehaet 15 of 1 lT'EfE � PIRP 8 ROW. D�CSD?T[OA, MATBR1Ai. MANF./80PPL1ER/REMAR38 IA YE -i89 i FRAME HEAD 6083 -TB 2A YE -167 1 FRAME SHl 8063-78 - 3A YE -102 2 FRAME JAMB 8D63 -TS - 4A YE -,82 , fOfED RAI 5A Bo63-'B - BA YE -18, , VENT TOP RAIL 6083 -TB - BA YE -188 1 VENT BOTTOM RAIL 8083 -TB - 7A YE -92 2 VENT JAMB 8683 -TB - 8A YB-4 AS RECD. GLAZING BFlJ) ALUMINUM ROIL FORMED 10A - 2/ VENT BLOCK &TACKLE BALANCE - - t,A YN-822 AS READ. BULB VINYI. - SINGLE ROMI PVC DUROMETER 78 SHORE A 13A YH-SOBF AS REM PILE-SCHLEOEI..187 % .28t1 - FIN SEAL (DOUBLE) 14A YH-604 2/ Yk]df VENT LATCH6 NYLON/CE,.tX1N AT 11• FROM ENDS t4A4 rn-s18 2/ VENT CAM LOCKS 7JUAAPc AT 11• FROM ENDS 18A il0 X 3/4' B FRAME ASSEMBLY SCJIENS CRS PLATED, PH MAM MIAMI-DADE COUNTY =a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULA'T'ORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiida lyow Pais Traift Window & Door Solutions, LLC 8130 NW 74P Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Section 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: Clipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E., 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 Section. 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, model/series, 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 and renews NOA 010-0930.06 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.114213.07 Expiration Date. December 24, 2016 YO Approval Date: February 02, 2012 Page I Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M93-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6600, dated 08/30/11, signed and sear by Marlin D. Brinson, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wmd Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of 3 mulled fixed frame windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3284, dated 02101/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02-0227.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submilled under previous NOA #95-0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, P:E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E-1 Manae Perez, Product Control Esa NOA No. 11-121W.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Tralite Window & Door Solations. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBhUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, dated November 16, 2011, signed and sealed by Javad.Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dazed 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by I.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. s. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transfmTed from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dazed 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I. approved on 01/06/11 and expiring on 17/24/11. t0010 0 PAIM uel P.E. Product Con 1 miner NOA No. -1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 1451 L� ALL TUSE MULLIONS TO BE ALLOY 6063-T6. u •�_ _SLI • L L�� 11' '��� _ �. ;lei .-019IFLI 11KNAVAala:.. HAI RECTANGULAR ALUMINUM TUBE MULLIONS USING MULL ION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESIFD'TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION PICULDING HCH vawff HURamm zoNE (HMR). ALL GLAZING, PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REGUIREINENTS I.E. WOW LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD SULTS 6Y OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUM M ANDI= SHALL HE AS LISTED. SPACED AS SHOWN ON DETAAA EMBEDMENT TO SAM MATEMA. SHALL BE KVIM WALL MOM (STUB. TLE FTC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPR:NW. A LOAD KRUM INCREASE S USED IN DFSSM OF ANCHORS INTO WOW ONLY. WTFRIAIS MM BUT NOT UNITED WA. SCRETS. THAT C0IE V=CONTACT WITH OTHER Comm WERIAIS MEET THE REQUIREMEM OF 2010 FLORIDA SIM CODE SECTION 2003.&4. MULLION SYSTEM IS RATED FOR LARGE MSSILE IMPACT. AND CAN BE USED WITFN ALL AWMI -RADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. aSTEP I DETERMINE DESGN LOAD REWIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP USE APPROVED GLAZING PRODUCTS MEEFING ABOVE LOAD REWIREMWITS. ,WEP USE CONNECTION 70 MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH STEP DESIGN RaW MORE TWIN DESIGN LOAD SPEOM IN STEP 1 ABOVE USNG ANCHOR TYPES ON SHEET 4 TNRU 6 AND ANCHOR CHARTS .;M ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLION CUP (YE -851 (�e3—TB) I MULLION CLIP (wes—Ts) M (ALT. TO OUTS) (ALT. TO ANOLES) CUP LENGTHS MUST RE CUT TO FR SNUG CLIP LENGTHS MUST OV CUT TO FHT SNUG INTO TUSE MULLIONS INTO TUBE MULLIONS. .726 L716 ' LAS.ii?s f � 1,613 MULLION CLIP (6063_78) I MUWON CLIP (eo63-TS) �gRJpP 1EN0TR8 Mu6r IRE CUf m FO SNUG CLIP LENGRIS MUST BE CUT TO FD MNG (NO W FASTEA E RIp0.) CU 1 FASIHdER3 IffOD.) +Jw am W-2.ODD ..SA. �ll�ll�ll�' DMON LOAD CAPACITY - M (RODE MUMWNS) VUM®DUM1 wIDiH (Mr) tau SPAN %8 sm. 1 %9 I STD. I 1 X 4 BID. 8X4 EEB STD. SPD. 19-1/8' 28-1/a' 30° 37' 42° 48' 83-1/B' 80• 88'84.7 72• 74' 38-3/8' 140.0 140.0 140.0 140.0 140.0 138.2 140.0 140.0 140.0 140.0 12U 140.0 140.0 14MO 140A 87.8 1404 140.0 140.0 140.0 88.9 140.0 140.0 140.0 140.0 782 140.0 140.0 140.0 140.0 87.9 1392 140A 140.0 140.0 602 123.8 140.0 140.0 1404 1129 140.0 140.0 140.0 80.1 103 a 140.0 140.0 140.0 48.8 1 100.4 1 140.0 140.0 14MO 18-1/8• 29-1,'Y SO° 37° 48' 83-1/B' 80' 86° 7Y 74' 80-8/8` 822 149.0 140A 140.0 1404 140.0 140.0 1404 140.0 140.0 140.0 140.0 140.0 118.3 140.0 1404 140442' r5Z4 101.9 140.0 140.0 140.0 SU 140.0 140.0 140.0 80.3 129.3 140.0 140A 71.1 1149 140.0 140.0 239 84.7 104.1 140.0 140.0 0.19 89.3 90.4 138.3 140.0 212 1 87.7 928 MG 140.0 10-11W 28-1/2• 30° 37' 42• 48° 83-1/8'- 80' 88' 72" 74' 83°- 42.7 1221 140.0 140.0 140.0 309 8&1 140.0 140.0 140.0 27.2 779 140.0 140.0 140.0 z2.0 83.1 119.8 1404 140.0 - 88.8 108.6 140.0 140.0 48.8 92.4 138.0 140A 43.0 83.8 121.9 140.0 38.8 73.8 t08.0 140.0 38.4 67.2 982 140.0 32.4 81.6 004 140.0 319 804 879 140.0 19-1/8° 26-1/2' 30' 37' 4Y 48'74-1/4' 83-1/6' 28.1 744 140.0 140.0 140.0 939 118.4 140.0 140.0 479 1019 140.0 140.0 38.0 82.8 120.7 140.0 33.9 728 108.4 140.0 29.7 83.7 93.1 140.0 289MONA.023.8A21.6 An0. .17$ 8.9 Nm MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS l E 4 Sr". 'IV= l a 0 RITC. Was l d 4 Sl Y. ', M I0. 4 Bi .�4 St ti 4 9 ARCH88 TO BE Oi9C;�D �0 t&OI'A11caJIAR s1uPe I MOR¢0N1AL MlUM „=-'' I0. ma2921 PR0011CT 0L4M PRW= 10. M=ON SPAN ,I TYPICAL MULLION ARRAN •EMENTS WIDTH (W)® wt + w2 2 8 X 4 STD. RODE 8 X 8 STD. ROSN I$ 6V'4 OY'4 9I'J 8 40 0 g to D z _ z g 002 drawing dd. M95 -06A DEMON LOAD CAPACITY - WMO19 DME. I ANCHOE9 80.4 KIM DESIGN LOAD CAPACITY - PSP ANCHORS TYPE DESIGN LOAD CAPACITY - 140.0 28-1/2" 30' 32" 42" 48" 83-1/8' 80" 08• 72" 74° 38-3/8' 109.9 140.0 1124.0 1140.0 100.41 87.1 140.0 1 110.9 1140.0 1113.9 78.7 140.01 88.2 1140.0 1 1320 1 8s.3 138.7 1 7&8 140.0 80.7 137.8 54.8 taa3 4" MA 44.1 *7&744.8 100.1 40.4 91.7 393 89.2 19-1/8' 26-1/2• 30" 37, 42• 48° 83-1/8" 60• 80-6/8" 11&4 140.0 130.9 140.0 833 1 140.0 944 1140.0 1404 140.0 140.0 83.4 140.0 1193 87.7 1383 108.1 89.8 1192 82.0 82.1 F411.5 1043 83.1 47.1 942 73.6 41.7 83.4B8• 888 37.8 76972" 613 349 BSA 74" 18-//8' 28-1/2" 30' 32" 42" 48' W° 88° 72" 74• 83' 209 68.7 1 33.8F141 92.7 14&0 1052 972 140.0 684 133.9 789 88.9 11&2 874 1404 474 989 80.4 422 849 479 809 37.0 73.9 41.983-1/8' 604 33.4 889 37.8 289 88.1 339 87.0 289 83.7X11 81.0 24.8 493 279 BB.B 24.0 479 272 54.4 19-1/B° 20-1/2• 30" 32" 42" 49' 83-1/8" 80' OO' M'1 74-1/4• 7&7 140.0 892 140.0 88.6 113.8 84.4 1289 502 100.3 88.9 1139 40.7 813 46.1 923 389 71.7 40.6 813 31.4 ML7 M.8 71.1 2&3 8&7 32,1 843 2&1 602 2&4 BBA 229 45,9 'm9 81.7 204 419 23.7 47.4 80.4 KIM DESIGN LOAD CAPACITY - PSP ANCHORS TYPE DESIGN LOAD CAPACITY - 140.0 140.0 26-1/2' 30" 37` 42" 48' 53-1/9' 80• 88• 72" 74' 84° 502 100.41 884 1113.9 BBA 1 1320 1 123.8 140-0 1 28-1/2• 30" 3i 42" 48' 83-1/0• 80" BB' 72" 74" 132" 319 83.9 58.2 140-0 140.0 44.3 88.7 80.3 100.6 883 1116.8 109.8 140-0 2&2 08.4 MO 140.0 140.0 38.0 719 409 81.8 473 94.8 88.8 140.0 229 489 289 140.0 140.0 31.7 65.3 38.8 719 41.6 83..3 782 140.0 202 40.3 229 1404 140.0 27.7 B&4 51.4 82.9 35.4 729 08.4 MO 35.3 20A 135.3 140.0 25.0 80.1 2&4 118.4 329 &5.8 619 123.7 - 319 - 1199 140.0 222 443 2&1 SO 28.1 W.3 84.7 109.5 - 262 - 108.9 140.0 202 403 22.9 48. 288 93.0 49.8 99.8 - 25.7 - 989 140A - 374 214 41.0 24.3 1 48.8 45.6 81.2 - 234 - 972 140.0 - 384 20.4 40A 23.8 1 473 1 44.4 889 -- 84.0 1404 140.0 19-1/8' 28-1/2' 30' 37" 42" 48' 57-1/8' 00• B8' M' 88' 809 121.7 604 138.0 80.0 1140.0 1 140.0 140-0 18-1/8' 28-1/2' 30' 37' 4r 48" 63-1/9" 60' BB' 7rse9 144' 40.6 81.2 1 4&0 140.0 140.0 43.9 879 499 99.6 87.7 1159 108.8 140.0 293t2l 8&B 14010 140.0 38.8 779 44.0 894 81.0 102.0 MA 140.0 299 881 883 1112.61 1404 140.0 319 629 3&7 71.4 41.4 62.7 77.7 t40A 21.0 28.8 293 344 31.9 129A 140.0 27.7 89.4 31.4 829 3&4 729 O&4 138.8 - 113,8 140.0 243 489 279 554 31.9 83.6 88.9 1109 - tO2.6 140.0 21.9 439 249 491.7 2&8 87.6 34.1 108.2 - $09 140.0 - 389 224 444 28.8 81.0 479 MA - 829 140.0 - 36.3 20.0 40.9 23.2 4&4 43.5 87.1 - 7&7 140.0 - 323 - 38. 213 429 39.9 799 m.4 140.0 73.8 140.0 140.0 140.0 74 18-1/8° 20-1/2" 30' 37' 42" 40' 83-1/8° 80" BB" 72" 74• 108• - 54.1 314 10&2 - 81.4 35.7 122.7 20.7 71.1 41.4 140.0 133.8 1404 140.0 140.0 140.0 39.0 7&1 443 8&6 813 1028 98.4 1404 140A 140.0 140.0 34.8 694 381 782 483 90.7 852 140.0 128.0 11&4 140.0 280 88.9 31.7 83.4 38.8 734 69.0 13&1 111.0 104.3 140.0 24.6 493 27A 86.8 324 849 BOA 121.7 97.1 012 1404 21.6 43.1 24.4 49.9 28.3 38.7 1 832 1 10&4 879 82.4 140.0 - 39A 221 442 25.6 812 4&1 1 88.2 77.7 7&0 140-0 - 348 - 39.1 22.7 48.3K42.6 88270.6 06.4 132.7 - 31.4 - 39 20.8 412 77.4 849 009 121.7 - 29.7 - 32.8 - 379 714834 392 11&4 2&D 31.7 389 69.0 140-0 140-0 140.0 18-1/8" 28-1/2• 30" 37° 42' 48° 83-1/8" 1 80' 88" M' 7e 120' 4&7 07.4 882 110.4 84.0 12&0 140.E140.0 1404 140.0 3&1 70.3 389 79.7 48.2 MA 140( 131.9 123.9 14U 31A 82.1 38.2 70.4 40.8 81.6 140.(10&8 100.4 140-0 282 803 289 87.1 33.1 882 1 124.: 90.2 88.5 140-0 222 443 21M 80.3 29.1 863 1 34.7 1 108.1 82.4 77.4 140.0 389 22.0 44.0 ME 81.0 47.9 98.8 749 899 1389 39.1 399 234 46.1 433 8&B 09.0 619 123.8 31.0 382 20.4 409 38.3 70.6 881 883 1112.61 2&"2 324 37.1 349 89.7 849 51.8 11012 PR an 4 1 - 28.8 293 344 31.9 83.9 - O8.2 I - 126E - 33.1 51.1 82.1 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS r PE �r 1A2 AAA4JJB41.2 0 y 1. (4 1 116.4 I.0 844 7.1742 7.1 80.1 834 72 4&4 49 . 1.9 41.9 393 7&7 - 37.1 349 89.7 - 33.7 31.7 633 - 309 284 8&1 30.1 28.2 889 33 108.7 100.2 140.0 09 77.0 72.3 14&0 410 68.0 83.8 127.7 7,8 88.1 819 103.8 43 489 48.8 1 912 y (n g a� 1.3 9 - .1 - 9 *2& - 1-3.2- 19 ARC= *M BE MR180 4 7HM 6 r\ RMAMWLAR EWE Z OR CAFAM { rq 1(,ai�l 40 S B3 I N I I I I�sl PR IIII PRODUCE P MUWON 3PAN vrz TYPICAL ARRANGEMENTS WIDTH (W) ® w1 + W2 2 Liliu:11*1 drOw111g no. 1/4 A B i-1/4WANEMOO LIP (1 ON WN WOOD 61 D STRUCK FLOAM a 1-1/94/A PD 4 OPH Mk TAPOONS BY 'DMP 1/4° DIA TAPODNS BY 'DW' 1-1/4° MIN. EMBED 1-1/4' MDL EMBED mm CO 1-3/4' MIN. 2 CUP (1 ON�FAta1 W4J0) MTO CCOiL` ;E PER ANO EL%iE DISI'. WOOD am FL OATWO 1 WOOD slRw DATMO FOR 1/a° OIA TAFC.O913 BY 'nw A7- jl 1-1/4' 1491. WORD PENETRATION 1/4' 11 1/tea° MMR BY 'RW 1/4 R1/4' moi'. 1-3/4' Kw (2ON OR am—A mm CO MIN 4 CUP (2 EACH WMD) OIBT. 3° .MW. ., .a . ALL CUM TO FR SMUO r TUBE MLAUDNS. TAPCOM MAY BE HEX OR FLAT LWAD. a a PER a S 2xaxtB' 4 ALUM AMS OLE W3 Ims BIN.JEE i I M. IM Z 3 9 IPOONS BY 'BW' IW' 8OR e�Om �}7 2 PER AN1#.E t. • g Z 2 xMX 2 / 8' ALU X. draWtng rro. CVV! M95 -06A enDDc a a e 1/4• DSA. TAPCONS BY 'fw 1/4• DIA 1APCONS BY 'r W' 1/4• CIA. TAPOONS BY W 1/4^ DIA. TAPCONS BY TW ia`�'� 1-1/4^ MIN. EMBED INTO MASONRY.BLOCKS 1-1/4' ASM. EMBED INTO MASONRY BLodf3 1' ^ 1-1/4• MIN. EMBED INTO MASONRY BLOCKS 1-1/4' WIN. EMBED INTO MASONRY BLOCKS .i 1-3/4• MIN. z PER CIDP {1 ON EACH WMxi t PER AN 4 PER CLIP (2 ON EACH WING 2 PER EDGE DIST. ' C t 7,",EV" IJ. I II I I I II I IF III N a n I I I I a x 2"" 1/B^ aLGM AiLE I I 2 x z x 1 a I I I I I I N74 SMS I I 2 PER ANGLE 1 1 I-------------- I 1 I I 1 I I I I I I I• &14 SMS I 1 NAM AN 1 F1f20.TW0 CLIP t 1-3/4' O.C. MBK i i fLOATIKi CLIP j ; ANGLE 1-3/4•PEOR. WN. $ FOR 3• TUB 2 -3/4. O.C. MAI. FOR ALL OTHER 1118PS W M E ANCHORS TYPE 'M' 'AA4' ANCHORS TYPE y Z o 3 mm 1-3/4• MW. I/4^ 0406 TAPCONS BY 1RT' 1-1/4• MW. EMBED INTO CONCRETE 2 PER CLIP (i ON EACH WWO 1/4' CIA TAPCONS BY 'BM 1-1/4' Ilei. EMBED WTO CONCRETE 1 PER AMC 1-$/4^ IE9NDIST. 1/4' DSA. TAPCONS BY w 1-I/4' mm. EMBED IMO CONCRETE 4 PER CLIP (2 ON EACH WWo 1/4^ ON. TAPOOIS BY TW 1-1/4' MW. EWBEO INTO CONCRETE 2 PER Z � 3 Z t EDGE T .7 IGN. TO � O e� is • "N P e D 2 x 2 x 1 B• u la __------- t I NAW ------------- I I 1 z x z x_1[e• AWW ANS @ I 1 1 I 2 PERI I I P& I I I N74 SY.4 i i J$ 4g I I 1 FLOATING CUP -/1 I I 1-3/4- O.C. MIN. I I / I I 1 I I I I FLWTMxi CLIP I 2 AMBLE 1 I 1-3/FOR H I 3• TUBE 1 I - FOR ALL/OTH, SES d s- QL. V O W 4 ANCHORS TYPE 'AW' ANCHORS TYPE 'AAA4' EW WAV AHMAD MOM= FLA. a dig CadO tUolcRi, FtwWx . No /a k ALL CLIPS TO FIT SMWS GDO TUBE MIeLONS. Dow TAPCOI� MAY BE Fffx oft FLAT IffJ1D. DY drawing no. M95 -06A sheat 5 of 8 META STRUCTURES p14 SYS OR 1/4- T PT (mm OR ALUM. 1/e' M. Tmo 2 PER Our OILSTm : EY - 38 KSI MIN. lKo ON EACH WING) : 60B3 -Td AIN. FLOATIND 014 BMS 0 1-f/2" 0.4 2 PER CHANNEL (fxa & 1x3 ' 3 PER CHANNEL (1X4 & 2X4 ' 4 PER CHANNEL (2X8 1/8" R L NOTCHED ALLOW OWALLARON FIER ASSEMBLY ACCESS Y 1EEL OR ALUM. . (S 1/8' MR THICK) 5fEEl : Fy -36 KSI MPI. AL(AlINIRL : 6063-76 MW. n ALL CUPS TO FIT SNUG PRO TUBE MUUADN& TAPCONS MAY BE HIM OR FLAT HEAD. MULLION #14 EMS 0 1-1/2" O.C. MW. 2 PERCUP ct%2 & ixs LE 3 PER CLE (1X4 & ?X4 TUBES 4 PER CLIP (2X8 _--- ----_ -_-_- 1 ----- ----- ------ ----- _ � I @18 FH BMS ; f " l PER MI.. ; I ; , 1-3/4" X Y X f/8" (FOR 2HY 3/4" X 2' X t/e° FlXt ( TUI CUT TO Til' SNUG ALUM TUBE ANCHOR DETAIL N1 METAL TO METAL CONNECTION FLOATINS $ SMS OR 1/4" TEKS °ER CUP ON EACH WING) FOR 3S 1/4" TEICS M�Y n 2x1/8 M MIDI$ a In O 0 m ��m drawing fro. M95 -06A Sheet 1.1 6 MIAMI -DADS COUNTY in PRODUCT CONTROL SECTION DEPARTMENT OF PERMI MNG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) www.mlamidsdesoa/a Lawson Industries, Inc. 8501 NW 90"' Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having jurisdiction (Am. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "PW 42M 6200 Flange Frame" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., 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 Section. MISSILE IMPACT RATING: Large and Small Mile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 and renews NOA 0 07-M16.02 and consists of this page I and evidence pages 13-1, E-2, E-3, E4 and E-5, qs well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. tiE NOA No 12-0307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 Page l Lawson Industr*ws. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A-.*,.. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-124010, dated 03/05/12, signed and sealed by Rafael Droz-Sella, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering& Testing, Inc., Test Report No. HETI-09-2611, dazed 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test ReportNo. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. -J Manuel Pe .E. Product Control E finer NOA No. 12- .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test report on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering .& Testing, Inc., Test Report No. 11E1I-09-2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fined window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated 07/10/09, signed and sealed by Candido F. Font, F.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along, with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated 01/30/03, signed and sealed by Rafael Droz-Sella, P.E. (Submitted ruder NOA# 06-0117.02) 15. Test report on: l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NDA# 06-0117.02) Manuel PVMI.046 Product Control NOA No.1 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (com iNuv)) 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz--Seda, P.E. (Submitted under NOA# 0&0117.02) 18. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submied under NOA# 06-0117.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E. (Subndited under NOA# 06-0117.02) 20. 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 along with marked -up drawings and installation diagramm of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submdued under NOA# 06-0117.02) Manuel P P.E. Product Coatro Era finer NOA No. - 307.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS wowwuim 22. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NVOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NVOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (SubmWed under NVOA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Safleg and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manue Pe Product Control E w' er NOA No. 12-437.O6 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .. Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07 and expiring on 08/22/12. I A K -0,9144 Manuel Perez, . Product Control Exgftr NOA No. 12-M.46 Expiration Date: August 22, 2019 Approval Date: May 24, 2012 E-5 SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) WAN � %nmm" L= wpm NE LC x WIDTH L FILL HMMID TMtAt FLEVAImu MRDDN WOTx I ,MLN J RRCTAMMAAR rjl'rAL EL EveUM SMAREPATI IRE YVINGGN O EveTD]N fl- WIIDOY N� WNmN� _j VDmW I n LU LEO M. II� 1 VNmN WIN �I LEGGED EYE RRmu EI CVA,Ieit mmL MIC I FlEYAfIfN1 - — - - m,eRYFR_ReUND flEVATDBJ TYPICAL ELEVATION TESTED UNIT MdAX MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F, J.'K AND L — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE, General Notes: AX TYP. cavaAs r:u M. 6 INT. FALSE CMDRAL NWJTNS ASE APPL$p W W SILICONE ANO ARE AVAILABLE AS OPTIONAL MNDOWS ARE L.M. IMPACT Mh DADE COUNTY APPROV BRUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIRS ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE•TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO HE REVIEWED BY BUILDING OFFICIAL. S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES. AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERIM (SEE SHEET y:1 FOR GLASS TYPES AND SHEET ®4 FOR MAX DESIGN PRESSURES). B.) WINDOWS WITH GLASS TYPES -B. C, F. OR G" INSTALLED ABOVE SM. IN THE HVH% THE LO. EXTERIOR LITE SHILL. BE TEMPERED TO COMPLY WITH THIN SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FSC -2010. Section 2411.3.3.?). T.) FOR OPTIONAL FRAME INSTALATWN DETAILS SEE SHEETS 2 & B. B.) EXT. & INT. FALSE COI.DNIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ Sn=NE 0J WOOD CHICKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHL'W, PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FIHC CFLIPREN 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SNE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—E COUNTY APPROVED MULLION IN THE LOWER DESIGN PRERESSURE FROM THE WIDOWS OR MULLION APPROVAL WILL, APPLYARE ACCEPTABLEYOYO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 0 8 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SEUL MEET THE 2010 FLORIDA BLDG. CODE. ALLOWMLE LOADS FOR ALTERNATE WNDDN "Con- L. yINDDy HE - SHAPES AS SH009H, CAN OE VEI8FIE0 8Y NSCRIBD.Gi PICTURE WDS)M SHAPE VOTiBN A SWARF OR RECTANGLE, AS W DOTTED LIES AND OBTA" M WV ALLOWABLE LOADS FROM MDSE SHAPES. PRmm PID1WEffR yIp;DOy y10IH FAS'loan ARE AS DESCRWEC HEREN FOR SIZE AND SPACM TYPICAL ELEVATION TESTED UNIT MdAX MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F, J.'K AND L — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE, General Notes: AX TYP. cavaAs r:u M. 6 INT. FALSE CMDRAL NWJTNS ASE APPL$p W W SILICONE ANO ARE AVAILABLE AS OPTIONAL MNDOWS ARE L.M. IMPACT Mh DADE COUNTY APPROV BRUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIRS ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE•TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO HE REVIEWED BY BUILDING OFFICIAL. S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES. AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERIM (SEE SHEET y:1 FOR GLASS TYPES AND SHEET ®4 FOR MAX DESIGN PRESSURES). B.) WINDOWS WITH GLASS TYPES -B. C, F. OR G" INSTALLED ABOVE SM. IN THE HVH% THE LO. EXTERIOR LITE SHILL. BE TEMPERED TO COMPLY WITH THIN SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FSC -2010. Section 2411.3.3.?). T.) FOR OPTIONAL FRAME INSTALATWN DETAILS SEE SHEETS 2 & B. B.) EXT. & INT. FALSE COI.DNIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ Sn=NE 0J WOOD CHICKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHL'W, PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FIHC CFLIPREN 24, 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SNE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS USING A MIAMI—E COUNTY APPROVED MULLION IN THE LOWER DESIGN PRERESSURE FROM THE WIDOWS OR MULLION APPROVAL WILL, APPLYARE ACCEPTABLEYOYO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET 0 8 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SEUL MEET THE 2010 FLORIDA BLDG. CODE. D14 SMS. W/ 1 t/4• N t� A MD, ENBEDMEM7 INTO WOOD. CSEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) /4• IW4 INTERIOR SFACE DITERIOR FINISH �A m NOT BY LAWM INDusTRDiB, 014 SMS. V/ 1 1/4• a1 BX MIN, EMKVKEMT INTO WOOD. MIN. EMBEDMENT INTO CONC, EXT. SASE DICK BEDDW6 CSEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACING) v N� BY WEATI�RON' DOTALLER ALLER CTYFJ - - EXTERIOR aR. ORABE PEROICTER rAu,KtMb Km BY C.1 JAMB (rwJ WINDOW INSTALLATION NOTES: L THE WINDOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP.) B. THE EXP13SED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS ITYPJ • WHEN THE OAP HEM02I THE WINDOW FRAME AND THC BUCK OR MASONRY IS LESS THAN 1/8'. BIOME ARE NOT ACQUIRED. ANCHORS TO BE RIE SMS OR VA SCREWS INTO WWD, OR 1/4• TAPCONS or APPROVED CDNC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4• PENETRATION INTO VOID OR CONE. AT 12' O.C. MAX. ALL WOOD BUCKS ENGINEERED SEPARATELY -- 8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) EXT. G CAULK EXT. OWE CAULK 014 SMS. W/ 1 1/4• MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET DI FOR MAX. FASTENER SPACING) SILICONE A104ESIVE 16 BEDDING COMP0100) INTERIOR r LAMINATED " MAX. RIM YP EXTERIOR GRADE - PERIMETER CRULK. .PT. WOOD BUCKS N t� A 1 1%4•\ `J/4• TAPCON V/ 1 1/4• MDV. EMBEDKENT INTO CDNC. 1 EXT. OWE CAULK — (SEE ELEVATION AT SHEET 91 �A m O 2 T EXTERIOR O EXTERIOR GRA PERIMETER CA 014 SMS. V/ 1 1/4• WDWW FRAME WIDTH 1/4• TAPCON V/ 1 1/4• MIN, EMKVKEMT INTO WOOD. MIN. EMBEDMENT INTO CONC, F� ELEVATIGN AT FASTENER SHEET , 1 CSEE ELEVATION AT SHEET RI FOR MAX. FASTENER SPACING) Y i ; • 11/_ MIN uq� EDGE D MM DYr 74 ? EDGE DISTANCE n y •.e •. N . .:irC•� ° MAX. RIM YP EXTERIOR GRADE - PERIMETER CRULK. .PT. WOOD BUCKS `J/4• TAPCON V/ 1 1/4• MDV. EMBEDKENT INTO CDNC. " (SEE ELEVATION AT SHEET 91 �A m FOR MAX. FASTENER SPACM _ r 3/4' j Y i ; • uq� <. i, 1 1/8• MIN 74 ? EDGE DISTANCE � cllG o P.T VOID HOCK NOT BY LAWSONI DVD. e c P MUST SUSTAIN IMPOSED LOADS : 0 �T s 6 A�. dd; L"i71 a SILICONE ADHESIVE BEDDING COMPOUND EXTERIOR INTERIOR 10 LAMINATED GLASS ® s tt EXTERIOR GRADE PERIMETER CAULKING a .i'.•a � b s:44p. n: j a 1 7 I I LUMATID INSULATED GLASS COMPOSMON TYPE B IT= DSSCRIPRON DETAIL �® .A7 }. I 1/8' ANN. GLASS a *090• SAFLEX PVD-SOLUTw 3 1/8• ANNEALED GLASS 4 1/4• INSULATED AIR SPACE 5 IA) I/8' ANNEALED OR TEMPERED MASS ATED INSU TED GLASS COWOSMON TYPE C ITEM 1 8 3 4 L(W) DI'ION 1/8' ANNEALED GLASS 0.090• SAFLEX PVD-SOLUTIA 1M ANNEALED MASS 1/4• INSULATED AIR SPACE 3/16• ANNEALED OR TEMPERED GLASS DS1'AR 0/t6• - .N4'1�� y. LAWNATO-UMUMGLASS COMPOSMON WPE ITIM DESCRIPTION DETAIL em• nPr 1 VB' HEAT-STRL'NGHTENED GLASS 2 UW BUTACITE PVB-DUPDMT 3 V8' HEAT-STRENGHTENED GLASS 4 V4• INSULATED AIR SPACE S M V8' ANNEALED OR TEMPERED GLASS 1AMMAM-INMUTED,GLASS COMPOSITION TYPE G Im DBBCRUMON I OEM yN6 -L (� air i. 1 1/B• HEAT-STRENGHTENED GLASS P 0090' BUTACITE PVR-DUPONT 3 1/D' HEAT-STRENGHTENED GLASS 4 V4• INSULATED AIR SPACE 5 W 3/16• ANNEALED LIR TEMPERED GLASS IAKMTED D SW AT D MaCOMMON TWO L am DESCRIPTION DWAD• y16• EEEM 1 ® JW I I69I TtRiffim IT 1 3/16' NEAT-STRMITENED GLASS 8 Caw BUTACITE PVD-mmw 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4' INSALATED ALR SPACE S 3/16' TEMPERED GLASS Note 1.) SEB SHEET 4 FON DESIGN (AADS WAD CAPACITY TABLES. )I( 2.) WINDOWS WITH GLASS TYPES "8. C. F. OR G" INSTALLED ABOVE 3O FT. 1N THE HVHB. THE I.G. MMWOE LITE 901" BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010. Sactlon 2111.3.3.7). D 14 9 13 'SILICONE OPTIONS' - MV CORNING 899 _ SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 AM TED LAM04ATED NNSUTATED �. INSULATED a�0. GLAZING DEPTH DLA21N6 DEPTH S 18 LAMINA ED GIASS CO N - TYPE A SgJCONE SCHNEE-MOREHEAD SM 5731 IP&d GLASS DF8CW=N DETAIL DOW CORNING 899 t 1/8• ANNEALED GLASS ______ TREMCO SPECTRUM Z 8 JUW BUTACITE PVD-DUPONT 3 1/8' AIDO:ALED GLASS 40eA• S 18" LAMINATED CLASS COMIMMON -TYPE D ITEM GLASS DESCBIP778N DB'TAG, 1 1/6' HEAT-STRENGHTENED GLASS 2 DOW BUTACITE PVS-DUPONT 3 1/8' HEAT-STRENGHTENED GLASS 03q' t ATED MORMON 9 - TWE ITEM GLASS DBBCIi m" DD'tAII. '"- 1 3/16. HEAT-STRENGHTENED GLASS 2 8090' SAFLEX PVB-SDLUTIA a/u a446• 3 1/8' HEAT-STRF74GNTENED GLASS I ULKWUM GLASS COMPOSMON- B IT= GLASS DESCRIPTION DETAIL 1 Wm,ANNEALED GLASS ww =-�'-'� --�• 2"' JUW SAFLEX PVB-SB.1Rw �6rp• - i 3 3/16' ANNEALED GLASS "Vff—L.• � � �i MONOLITHIC It��ff GLe31NG STOP 7 18 LAI INAD GLASS COMPOSITION -TYPE RIGA CLAN DEUMPTION 01 DETAIL 1 3/16•ANNEALED GLASS ' 2 OA9D. BUTACITE PVH-DUPONT +1 " 3 3/16' ANNEALED GLASS t I T O ASS COMPOSMON - TYPE J rm GLASS DESCRIPTIONDETAILT 1 6' HEAT-STRENGHTENED GLASS' - T 2 0090' SGP-WWomff 3 3/16• HEAT-STREN04TENED IBASS 7 18 LAMINATIA GLASS COMPOST ON - TYPE C ITEM GLASS DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS r......----^^- i 2 OM SUTACITE PVB-MgKW ---_ 3 3/16' HEAT-STRENGHTENED GLASS LAMINATED 3 LAMDJATED 4 MONOLITHIC =mw GLAZING 0ZING DEPTH GLAZING DEPTH 2 AR'XJOLI 'SILICONE OPTIONS' WONOAt���SCHWE DOM CORNING 899-MOREHEAD 8 ' 8731 LAMOVATED � � �i MONOLITHIC It��ff GLe31NG STOP 2 T: 7 ® CIRCULAR WOWS. gg LAMINATED 3 LAMDJATED 4 MONOLITHIC =mw GLAZING 0ZING DEPTH GLAZING DEPTH 2 AR'XJOLI 'SILICONE OPTIONS' WONOAt���SCHWE DOM CORNING 899-MOREHEAD 8731 TRENCO SPECTRUM 2 0800' GLAZING DEPTH WINDOW FRAME EXTRUSION 1)ETAU3 8.643 IE91 BILL OF MATERIALS ITEM PART ® QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16` GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6083-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16- GLASS) 6063 -TS - 5 L-7711 4 GLAZING BEAD (5/16' GLASS- INSULATED) 6083-T6 - 6 L-6211 4 GLAZING BEAD (7/16' GLASS - INSULATED) 6063-T6 - 7 08 X 3/4' 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS READ. GLAZING BEAD AT CIRCULAR WDWS. 6083-T5 - 9 VWS-OD4 AS REOD. GLAZING GASKET SOFT PVC - 10 • AS REGD. GLAZING SIUCDNE • - 11 1 PL 75.8020 AS RE00, GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 1 812-25H-357 1 AS REOD. I "Trusew" Duro Sed Swiggle Spacer 1/4" SLACK 1/4" AIR SPACE WINDOW FRAME EXTRUSION 1)ETAU3 8.643 IE91 .310 Dao TTP. .e00 I .773 1 1�9 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) sto T.04D 878 sso 040 .eso 040 M .773 3 GLAZING STOP TYP. 773 GLAZING STOP (7176' GLASS) (3/8" & 13/32' GLASS) alo .0� ,850 .1 9 090 DSO .OSO TTP. TYP. 5 see 6 soe GLAZINGSTOP INSULATED GLAZING STOP W/ 5/18" LAMINATED GLASS W/�7/ATTER GLASS .T0.9�0 aos 8 A66 GLAZING STOP (CIRCULAR WOW.) M10.LION TYPE. N% DFSION PRESSURE UMMRIONSL ALUMAI M MIALMN - (ALUM. 0.078' MOL TMCX) MOTE: THE IOS'TER PRESSURES OF THE WIMO M OR MULL SHALL GWERda INTERIOR m SEALANT FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE 0 18 x VV SDS. FLAT HEAD. PHILLIPS. AT I8' O.C. MAX � DOn /© �--wOl00w FRAME CTER CAULKIAM 2 ERM 1U1L.LTNG DETAIL � aomPlptaer43mO,6FEaiAa BWldtagCadP SEE MULLION APPROW" FOR MUILLt9N TTPE. SME > MAX DESIGN PRESSURE UIOTATIOWS. PERIOR NOTE: THE LOWER PRESSURES OF . — _ 1/4" MAX. THE WOW= OR NULL SHALL WYERN B 12 SD.S. x 1 I/e" L AT 18' O.C. W1x. NOTE: I. ALL STEEL IN CONTACT PATH ALUM. TO SE PAMITED OR PLATED. 2. METAL r. BrRUFTURE A p - 36 KSI *W. (STEEL 18 QA. MIN. TWCK,• ,O.04p*) 8) ALUMINUM : 6083-rs:I675 (ALUM Owr MDL n=) .. wamm FRAME SEALANT EXTERIOR ® METAL STRUCTURE ATTACHMENT DETAtI IN M !•Dt MIAMI -DADS COU rY PRODUCT CONTROL SECTION DEPARTMENT OF PERWITING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mm.miamidade eovhuta Lawson Industries, Inc. 8301 NW 90P Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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 tasting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — I..AU APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., 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 Section. 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, model/series, 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 and renews NOA # 07-0516.02 and consists of this page l and evidence pages E-1, E-2, E-3, E4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0307.06 hie Exptration Date: August 22, 2017 Approval Date: May 24, 2012 Page 1 Lawson Industiriies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-124010, dated 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated. 03/05/12, signed and sealed by Rafael Droz-Seda, P.E. 3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dazed 09/04/09, signed and sealed by Candido F. Font, P.E. 5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated 09/02/09, signed and sealed by Candido F. Font, P.E. 6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering'& Testing, Inc., Test Report No. HETI-09-2611, dated 09/04/09, signed and sealed by Candido F. Font, P.E. 7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report • o. HETI-09-2586 dated 07/10/09, signed and sealed by Candido F. Font, P.E. Manuel Per .E. Product Control E finer NOA No. 12 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-1 Dawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. Test repqrt on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE1I-09-2582, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581,-dated 07/10/09, signed and sealed by Candido F. Font, P.E. 12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI409-2580, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along. with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated 07/10/09, signed and sealed by Candido F. Font, P.E. 14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI403-1779, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.4.2) 15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 46-4117.42) Manuel Perez, Product Control E mi er NOA No.1 .06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-2 Lawson Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcomrtNuzDI 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated 01/30/03, signed and sealed by Raphael Droz-Sada, P.E. (Submitted under NOA# 01-0112.02) 18. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a full radius fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B, dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under NOA# 06-0117.02) 19. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an eyebrow fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A, dated 01/30/03, signed and sealed by Raphael Droz-Sada, P.E. (Submitted under NOA# 06-0117.02) 20. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1213, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated 04/8/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) Manuel P P.E. Product Cotttrofiner NOA No.Exa 7.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-3 Lawson industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS woNTiNui;D) 22. 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 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated 04/08/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and .installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, inc., Test Report No. HETI-01-1103, dated 02/12/02, signed and sealed by Hector Medina, P.E. (Submitted under NOA# 06-0117.02) 24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94 2) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of a fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated 02/11/02, signed and sealed by Hector Medina, P.E. (Submitted under NDA# 06-0117.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis prepared by manufacturer, complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No.114624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325-05 issued to Solutia, Inc. for their "Satlez and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 Manue Pe Product Control E m er NOA No. 12-43 7.06 Zxpiration Date: August 22, 2017 Approval Date: May 24, 2012 E-4 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by .. Thomas J. Sotos, P.E. G. OTHER 1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07 and expiring on 08122/12. J Manuel Perez, Product Control Ex#hr NOA No. 12-03W1.06 Expiration Date: August 22, 2017 Approval Date: May 24, 2012 E-5 SERIES -4200 1 8200 FIXED IMPACT WINDOW — FLANGE FRAME wmm F_ LE6� L VINDDV VIWH j VtXODv vIDM NmATC_A-pDL.un HEMATNW HALF-Roum TIMML EL mpm ARCHED R=RE vlNDav XE� LKJ (�_D�i BU MIND TIPM& 11"ATEN vDmavcloff m Lu in vDimwNEW L_w ' vl WINWW HElow IL vtromiv W., .r__ lerLED %nmm will" LE(XIED EYE MM EI.EUAiDXJ vMDav vtNwv vmTx FM a vmmDv HEIGHT L�VINDOII V10TH SMARE PcIlm WIN are= vam7v xE LE X vwmv vmrx man PMM "a= ELMIM vlTmw Ln L VID1H ALLOWABLE LOADS FDR ALTERNATE 11"In AS Sim CAN BE VERIFIED BY MSCRSINO PICTURE NWiDOW SHAPE 07HIN A= (N RGLE. STOW M DOTTED LINES ANDECTANOBTAIWNOAS ALLOWABLE LOADS FROM THOSE SHAPER PROVIDED PEWNETER FASTENERS ARE AS DESCRM HEREIN FOR S2E AHD SI+ACMG. TYPICAL ELEVATION _ TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E. F. J.'K AND L - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: AX TYP. COR�AB EXT. & INT. FALSE COLDNIAL KUNTINS ARE APPLIED W W SILICIDIE AND ARE AVAILABLE AS OPTIONAL. I WINDOWS ARE L.N. IMPACTIAW-DADS COUNTY APPROtl SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIIZEMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BULL MG OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES AIRE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN TRIBE DRAWDNO'S ARE -TO BE ENGINEEREb ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL S.) WINDOWS ARE QUALIPIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES. AND FOR USE WITH DOUBLE OLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEffift (SEE SHEET ®3 FOR GLASS TYPES AND SHEET 04 FOR MAX. DESIGN PRESSURES). 9.) WINDOWS WITH CLAM TYPES °B. C. F. OR G' INSTALLED ABOVE ML IN THE HVHZ. THE LO. EXTERIOR LITS SHALL BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2010. SDotion 2431.3.3.x). 7.) FOR OPTIONAL FRAME DNSTALIATION DETAILS SEE SHEETS 2 & 8. a.) EXT. & INT. FALSE COLONIAL MUNTIN2 ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEBT 02 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 I= CHAPTER 24. 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FOW WINDOWS WITH OTHER TYPES OF MTAMI-DAVE COUNTY APPROVED PRODUCTS USING A MIAMI -DAVE COUNTY APPROVED MULLIOIN IN-BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE MOM OR MUl"ON APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET B S FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMMUM OR OTHER DISSIMIAR MATERIALS TO BE PAINTED OR-PIATED AND SHALL M? THE 2010 FLORIDA BLDG. CODE. I I 014S.M.S. V/ 1 1/4' MIN. EMBEDMENT INTO V000. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACWW --•I te--, INTERIOR P.O / I \ DX By H ,k EXTERIOR ammima[XT. GRAIL PERIMETER To TTV&. C1 IAMB (i0APRRD eT urlc0s R= OVER OCTAL LAIN NAILED TO RTEROR Mom PLTVD® 8lSATOM I BE SPECIFIED BY At9OTECT OR OL DtTEROR ry mt ST wicia0 IT SY LAWSON INDUSTRIES. INC. WOOD FRAUD: INSTALL&TTON DET�tt- WINDOW INnALIATION NO L THE WINDGV FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYP4 R. THE EXPOSED EXT. PERDIETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THB OAP BBTBIBBN THE WINDOW FRAMIC AND THE BUCX OR MASONRY IS LESS THAN 1/87. SHM ARE NOT REQUIRED. ANCHORS NOTE ANCHORS TO BE tl1R SMS OR WA SCREWS INTO WOOD. OR 1/4' TAPCONS or APPROVED COW. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. AT 12' O.C. MAX .N.SV/ 1 V4• . ALL WOOD BUCKS ENGINEERED SEPARATELY MOL 414 SiaSMENT INTO WC00. S TO BE REVIEWED BY BLDG. OFFICIAL (TYPa tSEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACDIW SILICONE ADHESIVE iO BEDDING COOTUUND INTERIOR r LAMINATED GLASS EXT. OWE CAULK `/ II T Exr.ORAOE © 2 EXTERIOR EXTERIOR GRA PERIMETER CA WINDOW FRAME MOTH 014 SAS. V/ 1 V4' 1/4' TAPCON V/ 1 1/4' MDL EMBEDMENT INTO VaGD. MIN. EMBEDMENT INTO CONC. CSM ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACINGI (SEE ELEVATION AT SPIFFY RI FOR MAX. FASTENER SPACING) I VB• MIN • i...:dt•'. e.o d.a YT. WOOD BUM WWI .• 7/4• EMBEDMENT V/ I I/1• yyy 4) R MOL EMHEONEN7 INTO LONG tSEE ELEVATION AT SHEET 01 /r'i m G35 ea7 FOR MAX FASTENER SPACING) 1 d yar r ._ 7 to R Va• I o'q�� �J � !$ � • 1 1/B' MIN. EDGE DISTANCE EXQ6S CDO'i �N o MU SU NOT BY LAVSOd D10. ^r I MUST SUSTAIN D4'OSED LOADS W 1 ppp� I SILICONE ADHESIVE `i� BEDDING COMPOUND EXTERIOR INTERIOR MAX. lim YP LAMINATED GLASS YP 10 TE O ® 3 11 ERINETER KN - ° '• si a' ,� e a N d �4• MOL • @ffNT e a • •e�a d •,. ib., ; p ' • d e A. LAMMATED INSULATED GLASS CO ON TYPO B ITEM DBSCBIPITON DETAM 1 Qq .vrl� I I/B' AWL GLASS E DOW SAKE% PVB-SDWTIA 3 V8• ANNEALED GLASS ur amr 4 1/4• INSULATED AIR SPACE S tr> 1/0• ANNEALED OR TEMPERED GLASS LAMATM VWLUTRD GIASS COMPOISMONE C ITEM p pN MAI. 1 1/8' ANNEALED GLASS ITEM E 3 0090' SAFI.EX PVB-SLD.UTIA 1/B• ANNEALED GLASS DETAIL 4 SIX) 1/4• INSULATED AIR SPACE 3/16• ANNEALED DR TEMPERED GLASS - 1AWATED INSULATED CLAN COMPMnON TYPE- F_ mm DISCBIPTION DETAIL 1 i/B' HEAT-STRENGNTEAED GLASS 1 E 033 BUTACITE PVS-DUPWI mm 3 I/B• HEAT-STRENGHTENED GLASS maro 4 5C.) 1/4' INSI6.ATED AIR SPACE t/8' ANNEALED SS TEMPERED GLASS T LAMMATED INSULAM 01ASS COMPOSITION TYPE ITEM pggpplphpN DETAIL I 1/8• HEAT-STRENG HTEAED GLASS 6• HEAT-STRENGHTENED GLASS 2 0090' BUTACITE PVB-DID .vr 3 GLASS CL VB' MEAT-SINSULATED = 4 S Cr) AIR SPA V4• INSULATED AIR SPACE- 3/16' ANNEALED SS TEMPERED GLASS - -LANDIATED 0=1d1 GLASS COMP PP81A DBBCBIlm DETAd 1 3/16' HEAT-STRENGHTENED GLASS 3/Hr 1 B Dow SUTACITE PVB-DUPONT }f� 3 3/16' MEAT-STRENGHTMD GLASS aro' nom• 4 S 1/4• WAILATED AIR SPACE 3/16' TEMPERED GLASS E NOt4'S: L) SEE EMERY 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. a) WINDOWS WITH GLASS TYPES -8. C. F. OR G- DTSTALLSD ABOVE 30 FT. IN THE HUE. THE LO. EMMOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT RESISTANCE REQU1REMMM (FEC -2010, SecUon 2411.3.3.7). L'SIIICDtE OPTIGIdS'- DOW CORNING 899 SCHNEE-MOREGH AD 5731 TREMCO SPECTRUM 2 AM TED LAMINATED INSULATED _,,..» INSULATED 18 LAMINATED CLASS COMPOSMON - TYPE A SIUGONE SCHNEE-MOREHEAD SM $73/ ITEM GLASS 086CRIPITON DEI'AB, DOW CORNING 1i99 I VW ANNEALED GLASS �_ TREMCD SPECTRUM 2 B 0090' BUTACITE PNB-DUPDNT 3 1/B' ANNEALED GLASS 0040• 18' LAWNATO GLASS CO MON - TYPE D FPBM GLASS DESCRIW110T1 DETAIL I 1/B' NEAT-STRENGHTENED GLASS 2 0090' BUTACITE PVB-DIIPDNT .-... 3 VB' HEAT-STRENIWENED GLASS 1 S LAMINATED GLAW COMPOSMON- TYPE E FTBM GLASS DITON I DETAIL '- 3/TM 1 CDJ V-pwg. 1 3116' HEAT-STRENGHTENED GLASS E OASAFLE% PVB-SGN.UTIA 3 1/B' HEAT-STREM39TEWD GLASS . ? 38 AED CLAW CO P03 ON - E H nim I I GLASS Mmmmnm i3nW ANNEALED GLASS IDEGG. 2 - o.o�• SAFLEx Pve-sDLurm �. -7 3 3/16• ANNEALED GLASS 7 18 I A11GLASS COMPOSITION - TYPE I ITEM OL40 DESCRIPTION DETAIL 1 3/16• ANNEALED GLASS On6• B DOW BUTACITE PV8-nuPLP1T _ - �OA 3 3/16• ANNEALED GLASS 910" IAMNATIM GLASS COUPOSMON- TYPE J MW MASS orrAm I 6• HEAT-STRENGHTENED GLASS ---- i E OA90" SGP -DU - -I,,L„ D&�FI�IIy�O, n41¢0' 3 3/16• HEAT-STRENGHIENED MASS 7 18 A GLASS COMP E 9 ITEM GL }f� �tr IDSA TS TELED GLASS 3/1W �• _-^_-- 4 E IM BUTACITE PVB-M PONT .Y._ 3 3/16• HEAT-STRENGHTENED GLASS Tmi ���TTT....... LAMINATED MONOLITHIC 0800' GLAZING DEPTH B LAMINATED MONOLITHIC GLAZING STOP 0 CIRCULAR WOWS. LAMINAa MONOLMW TEDWMW GLAZING DEPTH a LAMINAWCAW MONOLI •SILICUNE OPTIONS, 99 DOV CORNING 8 SCHDEE-MOREHEAD 5731 TREMCO SPECTRUM 2 GLAZING DEPTH g 8qa ys �Gv nig • T*fiT73i ia•IId l! i� •i'I+iiCiS ITilf1 7`ii73:��;T� ia�T3. TcPiS•7:.. a_17_[�TY►Z4 T� 3, . i- . .. • .. pp c r: WIN o ar•_aa��Q�r•_=�000�o�r�o Ei�L%� 000�r_•�d��o=`i�o� D t-?WIMUMItT�NVIIII t?�i7tT.3�7 a �T mNIZIN dr7Mdr=r:MMMEMCMMCM dt dCrm11021011 NIMIN Mum t7Qdt7r�L7t�d l � - E:Alll Or7�=t;:=dr�L7il�r--T•�t iL',Eliii tr�E'_7<r�tI7�i�tT�t?�rli7•�<T.�t:� :�' ».411MrIm ZT�RT_ir�7<�Ar�A 0 r7t7ryt Odi O�T�r� r� `Nc7m Q p©Qnr� �000r:�mA�s r , D Cmmum p Mr."INSIM dr��z LT�<7LT, C�t30 �7 of ©mu-millum ■ow�-�ror��t���r��o���i■r� o� o�or�r�c�000 �s��v `tea L*�10771110 t�WMMEMW'�=t.IMdr�E7dMK7= a■ oo©c�oo��r �o 5=0 c�000 o� o�n■c�o Ir_i !' ©ddr�r�r�d�i0<t7d � dr71t'�t?�r�ori©C%�0��d ■©Qd©dam©�.c� ©doos���o�o ©dam©od�o©�■�A r �-_a ©�©r000drno�r r� ■a MlM!MM s�or r�r�®0000 0 i�©ridddOO©0�d d OOOODD©d©odd E�ii OOO©dddO©E�r�d��'i1 O0©ddL�Eid®E17d�:� a ��i�dE� ©i!O©ddrM iISii� r7 <T�dLw ri OO©rir�OOO©a�3fE'•� o���oor�roo�©omir��v _ ' �ddt?�dt:�ddd orm ry7 l7i�IsiE7Q�tOC���iZ�l�v1�� Qd©©dt7©©©ddt7 L7 ddd iL9-� d10 Tdd�l[7��t�rIE�I�ND1 ml�QdO©DEiOO©iZi7dd F " ddr�dddC�©E'�dt�d D Q©ddii D®O©d�dd r;i !�©d©t`:lddBr�il��d r7s rG7dr'�1dUm r�dr7�i7dd � ��ddOddO©dddd a ©�ld'IEIdr�r�0dssd©drir�©©©it7��mr�aw 111117110 r-,7 ©d!�©drid_©�3��r7 D®©dO©Od©Qdm D®E�©ddL7t �AddOd< mw-_,-Am 10 MINM30 OR 0- INSTALLED rAN P)K a) WINDOWS WITH CLASS TYPES ir RO MIKAN TEMPERED �M _ SMALL MISSILEMP RESISTANCE REQUIREMENTS rb on 'MaNIUMCM WINDOW 17RAME EXTRUSION DET tt3 8.643 L881 BILL OF MATERIALS T ITEM PART QUANTPPY DESCBIMON MATERIAL. REI/ARRB 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - 2 L-7708 4 GLAZING BEAD (5/16" CLASS) 6063 -TS - 3 L-7708 4 GLAZING BEAD (3/8" & 13/32' GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6083-T6 - 6 L-6211 4 GLAZING BEAD (7/16' GLASS - INSULATED) 6083-T6 - 7 @8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS B L-4204 AS REDO. GLAZING BEAD AT CIRCULAR WDWS. 6083-T5 - 9 VWS-004 AS REOD. GLAZING GASKET SOFT PVC - 10 • AS REDD. GLAZING SILICONE • - 11 PL 75.6020 AS REDO. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/6" X 2- 12 1 812-25H-357 AS REDO. "TruSeal" Dura Seol Smiggle Spacer 1/4" BLACK 1/4" AR SPACE WINDOW 17RAME EXTRUSION DET tt3 8.643 L881 .310 .341 T - } —f aam i Yp. .773 1 Isa9 FRAME HEAD/SIU/JAMB 2 GLAZING STOP (5/16" GLASS) al0 L40 I 278 -¢ Am .040 2S0 .490 TYP. .773 .773 3 GLAZING STOP 4 GLAZING STOP (7/16• GLASS) (3/8" & 13/32" CLASS) 310 o� as ITP. rw TTP. 5 `80 6 5 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16° LAMINATED GLASS .ago rm. .eoD S 466 GLAZING STOP (CIRCULAR WDW.) SEE MULLIGN APPIKOVALS FOR O£SM PRESSURE LIMMAR01a ALUIUNUV K "ION - (ALUM. 0.078' MW. THCK) NOTE: THE LOWER PRESSURES OF TKE WOipOq OR MULL SHALL covm INTERIOR +/r • SEALANT FRAME CORNERS. OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE 'le X 3/4• S.O.S. FLAT HEAD.PHILLIPS. AT M! UL VAX. EXTERIOR /© ` FRAME EVER CAULK= 2 Mti. mu=p D Att. BUR61o8 Gado pj 6XPi1elLaa Dmto '/ 1; NOTE THE LOWER PRESSURES OF THE WWW OR MULL SHALL GOVERN p 12 ms. It 1 1/4' L. All TLC. VAX. NOTE: 1. ALL STEEL W CONTACT WITH AUAL TO IE PAWTED OR PLATED. 2. MET�STRUCTURES: y-36 KSI . (STEEL 18 GA. MDL THICK'. -t.0.0,4#7 8) misamLIM : 61163-T6'".�; ; (ALWL CLOW MW. TWCK) MAW SXTERIORwomaw FRAME El METAL STRUC'PURE ATTACHMENT DE'P tt. O