The URL can be used to link to this page

WS-17-1920Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. 'WS -7-17-1920 Permit Type: Windows!Shuitters Permit arts Classification: Window/Door Replacem Pennit Status: APPROVED Parcel Number Issue Date: 7127/2017 Expiration: 01/23/2018 Applicant 790 NE 95 Street Miami Shores, FL 33138- 1132060141860 Block: Lot: SUE EDMISTON Owner Information Address Phone Cell SUE EDMISTON 790 NE 95 Street MIAMI SHORES FL 33138-2515 Contractor(s) AMERICAN STORM PROTECTION Phone Cell Phone (305)264-0446 (305)513-0514 Valuation: $ 15,772.00 Total Sq Feet: 320 Type of Work: INSTALLING 15 IMPACT WINDOWS AND 1 No of Openings: 16 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $9.60 $3.90 $3.90 $3.20 $260.00 $9.00 $12.80 $302.40 Pay Date Pay Type Invoice # WS -7-17-64700 07/27/2017 Credit Card 07/27/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 252.40 $ 252.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-; amed co r tr ctor to do the work stated. Authorized Signature: Owner / Applicant Building Department Copy / ntractor / Agent July 27, 2017 Date July 27, 2017 1 3 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 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 7 CIO .4) MI5 ST REC T' T ` 2 7 217 BY: FBC 20 ( Permit No. 1 Master Permit N »S G 1 t ROOFING City: Miami Shores County: Miami Dade Zip: _3313 2' Folio/Parcel#: H-32-06 - 0/4- /$60 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee N (Fee Simple1Titleholder): S u L C e)HI $ l C7N Phone#: / Address: 7 o 6 ?jam S / City: ISI t C?M+ Sg-o 1iSS State: FL Zip: 33 / 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ,47 1( JCA&) S/Q.M7AQ1-6j/4 Phone#: 3/5-/3 -OS/Y Address: /ago/ A/to /c/ GT S 7 /v3 City: / 1/%4M / State: �4 Zip: .33 /;2 Qualifier Name: 3 -cry? -p ) RpJr t #!/L Z Phone#C o()4199. 8/6.7 State Certification or Registration #: GG C- / 67 3.k77L Certificate of Competency #: - Contact Phone#: Qat) 52..4'3- 2 LJ 3 Email Address: TA72./4i /h.04. t2 f504tifieIBl{/cF, AV.79 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ /5/ 772.00 Square/Linear Footage of Work: 3 a Type of Work: ❑Addition &iteration ❑New ❑Repair/Replace ❑Demolition Description of Work: (5) r U14-,Zetf i (/) C�r/D2 Color thru tile: ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ G G 2 9 0 w Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatu Owner or Agent \ I Contractor The foregoing instrument was acknowledged before me th•is u The foregoing instrument was acknowledged before me this A2-14 day of , 20 t 7, by SUE S • Ed11 S`iDiJ , day of 3 , 20 jt, by who is personally known to me or who has produced F who is personally known to me or who has produced 5(; i 1- ttnso As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: / e ULISES EDWARD VAZQUEZ MY COMMISSION # GG 064034 My Commission Expires. *******************************i4** M**+k#*:k*#* * *$+k * * **#*:k *:k *+k *#* * ******#* kki7 ir ik*****.k%k+k****** NOTARY PUBLIC: Sign: Print: My Commission Ex MICH Commission tt GG 5874 My Commission Expires Cmcembet 28, 2020 Examiner APPROVED BY "' Plans Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1860 Property Address: 790 NE 95 ST Miami Shores, FL 33138-2515 Owner SUE S EDMISTON Mailing Address 790 NE 95 ST MIAMI SHORES, FL 33138-2515 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 /2/0 Floors 1 Living Units 1 Actual Area 1,732 Sq.Ft Living Area 1,324 Sq.Ft Adjusted Area 1,556 Sq.Ft Lot Size 9,030 Sq.Ft Year Built 1938 Assessment Information Year 2017 2016 2015 Land Value $270,674 $234,631 $216,963 Building Value $108,298 $108,298 $108,298 XF Value $2,965 $3,005 $2,283 Market Value $381,937 $345,934 $327,544 Assessed Value $132,850 $130,118 $129,214 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $249,087 $215,816 $198,330 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 1 BLK 67 LOT SIZE 70.000 X 129 OR 17774-0226 0897 1 Generated On : 7/27/2017 Taxable Value Information Previous Sale Price OR Book -Page 2017 2016 2015 County $135,000 17774-0226 Exemption Value 06/01/1990 $50,000 $50,000 $50,000 Taxable Value $68,500 $82,850 $80,118 $79,214 School Board Exemption Value I $25,000 $25,000 $25,000 Taxable Value $107,850 $105,118 $104,214 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $82,850 $80,118 $79,214 Regional Exemption Value Taxable Value $50,000 $82,850 $50,000 $80,118 $50,000 $79,214 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/1997 $135,000 17774-0226 Sales which are qualified 06/01/1990 $84,000 14578-2742 Sales which are qualified 12/01/1984 $68,500 12365-2650 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 7/27/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme ier/Owner Signature S0-7-744hac) aLNa7'//OA) Date Print Name Sue Edminston 790 NE 95 Street Miami Shores, FI 33138 TM 805 Series Horizontal Roller 15-0505.29 36-1/4 x 50 TM 300 Series Picture Window FL15920.1 19-1/4 x 63-1/2 TM 249 Series Right Active \\ 15-0611.05 Double Bore 62-7/8 x 86 TM 300 Series Picture Window FL15920.1 19-1/4 x 63-1/2 11 TM 525 Series Casement Hinge Right FL16132.1 21 x 39 Privacy Glass x 0 nEgress TM 525 Series Casement Hinge Right FL16132.1 36-7/8 x 51 Bedr X 0 TM 805 Series Horizontal Roller 15-0505.29 36-7/8 x 39-1/4 O X 0 TM 805 Series Horizontal Roller 15-0505.29 37-1/8 x 51 TM 525 Series Casement Hinge Right FL16132.1 37-1/8 x 51 Egress X 0 Bedroom /& JiiV D • TM Aluminum White Frame Clear Glass TM 805 Series Horizontal Roller 15-0505.29 37-1/8 x 51 x 0 TM 805 Series Horizontal Roller 15-0505.29 52-7/8 x 63 TM 805 Series Horizontal Roller 15-0505.29 52-7/8 x 50 X 0 Entry Door N/A 1x4 mulls 14-0731.06 TM 525 Seri Casements Un-EQda 3R?li? FL16132.1 Fixed Caserruerlt, . FL16220.d • Casements: 31.1/4 ):59 . Fixed: 62-1A2.x 5� • Total: 125 x 59 x 0 TM 805 Series Horizontal Roller 15-0505.29 37 x 39 O X 0 Door N/A Garage TM 805 Series Horizontal Roller 15-0505.29 37 x 39 x 0 '''• :: Y�ageDpgr•N A 1. . • . I •.. • .. . • . .. • ••• • • • . . • • . . • • • • • . • .•• • .•. •�. • . • • •�. ••• • • • • ... . • • . •• •• •. • . •. • . •. •••• •• •• •• . . • •. • •. • . • • . • •..• .. • • •• •. •.. .. ... . . • .• •.• . • 0 -3 y TM 805 Series v% Horizontal Roller I n 15-0505.294 33 x 40-1/2_ z . ,9 m 03 v —4 m MIAMI= COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 1543 N. Powerline Road, Pompano Beach, FL 33069 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.minmidade.gov/economy 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 perfonn 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 Veloci Hurricane Zone. DESCRIPTION: Series -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 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 Resist -anti Limitation: 1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Pressure (DP) rating Vs glass t}cpe and/ or threshold types (Exterior (+) water limit) .2. See sheet 6 fors Stattgnary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP • . • rt tlu Doors ¶r Sitielites shall control when combined together. Max total frame area of alternate unit shall notexce ed 12184 fatested frame area. 3. See dazing oAtoasa sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade. LAMM:tic: Eachuiiitchall bear a permanent label with the manufacturer's name or logo, city, state and series and follow*stat ereat.;'Miami-Dade County Product Control Approved", noted herein. • • :RENEWAL of this NI SA shall be considered after a renewal application has been filed and there has been no 'change. n the appliakbuilding code negatively affecting the performance of this product. • • • TERMAf'ION.of tixq NOA will occur after the expiration date or if there has been a revision or change in the • smateriais,•usg, and/dt manufacture of the product or process. Misuse of this NOA as an endorsement of any product, fbf 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 # 12-0208.14 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. MANMADE COUNTY APPROVED WI (IC INOA No. 15-0611.05 1 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 Page 1 • .• • T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file listed below) 2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FB -2014 (5th Edrhon), prepared by Al Farooq Corporation, dated 06/01/15 and last revised on SEP 03, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02,-04 & -09. D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). •• E. • • • MATI~RIAL CERTIFICATIONS • • ▪ 1. $oticg of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. • Ai31:o3rt DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass • • . Ixtgrlayers", expiring on 07/04/18. •• • • • 2. %Mitt of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) •"• • Erorme Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer" expiring on •45121/.16. it'.• ST4t iSIENTS • . • •• •„• 1. sttenlent letter of conformance to FBC 2014 (5th Edition) and letter of no financial • interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021. 2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. kSLon \. LLAt4-1.- Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0611.05 Expiration Date: April 21, 2021 Approval Date: October 08, 2015 E-1 LOCK OPTIONS 1 OR 2 SEE SHEET 5 GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 14.875" D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 11.875" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 201/2 DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH — 3.250" DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH — 2.7501/2 SERIES -249 ALUMINUM FRENCH DOOR W./ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 6" MAX. HEAD/SILL CORNERS 41 7/8' FRAME WIDTH 15' MAX. OHEAD/SILL ._�/ \11 11 \ 11 \ i1 \II I R. n\ u ____1+= 1 �" 11 II I / ---_1___J II / I/ / i1 / u O n 1„_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (FNHZ). 1BY OR 2BY WOOD BUCKS 8Y 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING ANO NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 30" D.L OPG. 38 5/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGE OPTIONS SEE SHEET 5 m 0 HEAD/SILL ANCHORS AT STILE ENDS (6 AT 3” 0.C. 6" MAX. 80' HEAD/SILL CORNERS 3" TYP. TYPICAL ELEVATION (x) SINGLE LEAF DOOR FRAME WIDTH 1 (,I111 1) 15' MAX. HEAD/SILL O-- 0 O J — DOOR c I! • • • • • • •• ••• •• • • • •• / / / / / 0 E // // LOCK OPTION 2 \ SEE SHEET 5� INACTNE I lei I I 30' D.L. OPG. 38 5/8' LEAF WIDTH V ACTIVE I; I 29 7/8' D.L. OPG. 38 5/8" LEAF WIDTH 11 TYPICAL ELEVATION ( XX ) DUAL LEAF DOOR • • • •• • • DOORS/SIDELITES ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •_t_11..0 • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• • Engr:. JAVAD AMMO CML Fl, E 70592 N• • • • • • 015 0 0 n:14".u: z 0 Q0. o 0 a ao O ILL 8' O0.< O L.; li▪ z 0 0. PRODUC r REVISED isa••plying with lie FIorMY r+Mllc Cede Areep.ere No IS -411.6C Ly1rMl.e Mh!1 at "QLD `1:64. `- S m CO CI 0 •••• Orr,17 . J L J -1 Z LL J= w0'e OOm - o_ m C 0 3z< r1 2ND F- - 0 8 5 8 P 8 8 6 a S • c i X drowing no. W11-03 (heet 1 of 16 ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 166 1/4" MAX. HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" 0.C. ANCHORS AT MULLION AT 4". 7" & 10" FROM END OF FRAME AT DOOR AND SIDEIJTES TYP. AT HEAD/SILL 41 7/8" TESTED FRAME WIDTH 1 1/4" MAX 1 1/4" MAX 80" MAX. 4 7/8" 8" MAX. HEAD/SILL CORNERS SIDELITE FRAME WIDTH 3" XX DOOR FRAME WI 1,1 I I.1 I 4- \/ HINGE OPTIOIGS SEE SHEET/ 5 / / / E 4.00K OPTION 2 SEE SHEET 5 15" MAX. HEAD/SILL 1.111 INACTIVE 30" D.L. OPG. 38 1/8" LEAF WIDTH 1 1 30" OPG. 38 5/8" LEAF WIDTH 11 II II -"H-- II / II ==T/T01=== / / ACTIVE - l� 1 (1 29 7/8" D.L OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) •• ••• • • • • • •• SIDELI FRAME WIDTH LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED �p g.111hiDno de 1h68411C44* of eNo.�,_Q. �.• �yinlW owe ILO WITH PANEL SIDELITES • • • • •• • , SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 • •• ••• •• • ••• • • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • Engr. JAVA() NAIAD 070592 V- • S • • • • 3 2015 z O 0 Ed 0 0 L M. . • • • • • • • • • ••• • •• • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -249'PLUM OUT -SWING DO 00 ~m 0M J WP J z = o (6W0 00m v C .0 z1 , T/ MA0 w O 0 0 0 8 A 5 n rc d 00 2 0 0 0 data: 02-10-1� o S drowing no. W11-03 (sheet 2 al 6 =----4T----- 4r ==--11---- I I I I II II m/I II u II II II II II u u 11 II 111; 1 30" I D.L OPG. 38 1/8" LEAF WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED �p g.111hiDno de 1h68411C44* of eNo.�,_Q. �.• �yinlW owe ILO WITH PANEL SIDELITES • • • • •• • , SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014 • •• ••• •• • ••• • • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • Engr. JAVA() NAIAD 070592 V- • S • • • • 3 2015 z O 0 Ed 0 0 L M. . • • • • • • • • • ••• • •• • • •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -249'PLUM OUT -SWING DO 00 ~m 0M J WP J z = o (6W0 00m v C .0 z1 , T/ MA0 w O 0 0 0 8 A 5 n rc d 00 2 0 0 0 data: 02-10-1� o S drowing no. W11-03 (sheet 2 al 6 6" MAX. HEAD/SILL CORNERS 46 5/16" 3' TYP. 15" MAX. (HEAD/SILL 166 1/4" MAX. FRAME WIDTH 80" MAX. XX DOOR FRAME WIr H HEAD/SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. • ANCHORS AT MULLION AT 4". 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD/SILL 41 5/8" D.L. OPG. 46 3/8" SIDEUTE WIDTH 111 I 1 11 30' D.L. OPG. 38 5/8" LEAF WIDTH 1 1 1) 1 II I 29 7/8" O.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) r t11; WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER F8C 2014 SURFACE APPLIED FALSE MUNTINS MAY BE USED 'V • •• • • • • • • • •• ••• •• • • • •^ • • TIODUCtREVISED 16s.$ 5Mly whim MM. Florida Sri LC.M R•.s..ae Nol ^0611.0 RvIra s. Owe 9©F: M. ro11.e1 C Engr. JAVAD AHMAO CML • 000 • 0041 FU• PE *0592 • • • • G+, 30 • • • • • • • • • • • • • • • • •. • • • .>, . ••• • 41.41 • •.7 - • • • • • • • • • • ••• • • • • • . • • • • • • • • •• •• • 4 • •• •. 000 • • • 0041 • • • • •S• . 2015 10y'U Q 3 0 EL 0 U n 8 .0 c0-�-f a. 3m$S o a m u o drawing no. W1 1-03 sheet 3 of16 I 11 1, 1 1 1 FRAME HEIGHT 104 1/4' MAX. 0.L OPG. I 1 I 1 I 1Y1 1 1 l _ O // ===`H ---rr--- ==== i 1 1 1 — \ / / HINGE OPTICAS SEE SHEET/ 5 / / LOCK OPTION 2 \ SEE SHEET 5 \ \ \ \ \ \ \ O \ \ \ \ I I _L_ ____H__, ====aF==== ii 11 ji ©—=_LI----� —H-- n 11 ii/ ti--- / u / / ii 81 \__ \ / / T / INACTIVE��\ ACTIVE -_--__- 41 5/8" D.L. OPG. 46 3/8" SIDEUTE WIDTH 111 I 1 11 30' D.L. OPG. 38 5/8" LEAF WIDTH 1 1 1) 1 II I 29 7/8" O.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( OXXO ) r t11; WITH DIRECT SET SIDELITES SIDELITE OPTION WITH DOOR MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER F8C 2014 SURFACE APPLIED FALSE MUNTINS MAY BE USED 'V • •• • • • • • • • •• ••• •• • • • •^ • • TIODUCtREVISED 16s.$ 5Mly whim MM. Florida Sri LC.M R•.s..ae Nol ^0611.0 RvIra s. Owe 9©F: M. ro11.e1 C Engr. JAVAD AHMAO CML • 000 • 0041 FU• PE *0592 • • • • G+, 30 • • • • • • • • • • • • • • • • •. • • • .>, . ••• • 41.41 • •.7 - • • • • • • • • • • ••• • • • • • . • • • • • • • • •• •• • 4 • •• •. 000 • • • 0041 • • • • •S• . 2015 10y'U Q 3 0 EL 0 U n 8 .0 c0-�-f a. 3m$S o a m u o drawing no. W1 1-03 sheet 3 of16 6' MAX. HEAD/SILL CORNERS 41 7/8' 31' 0 LEAF WIDTH 5' MAX. HEAD/SILL CORNERS 0 mw VENT WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 • —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD SINGLE LEAF DOOR WITH SINGLE HUNG WDW, INSERT • S.H. WINDOW INSERT OPTION •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • •• •• • • • ••• • ••• • Engr. JAVAO AHMAD CML 11A P / 70592 C 3538 , • • 0SE)1•• 32015 ••• • • • • ••• • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /MOUE t REVISED a•popltle•with du Florida Wass Code 611of AaaTIo.e No _ )ZyYfIMe D•te Nit !Wed sheet 4 of 16) \ \ ,. 84 ® 1\\ ') / CI / / ,i. 1- / / ell I 1/ 1 1/ ACTNE 30' D.L. OPG. 38 5/8' LEAF WIDTH 5' MAX. HEAD/SILL CORNERS 0 mw VENT WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 NOTE: T.M. SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 • —80 PSF • EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD SINGLE LEAF DOOR WITH SINGLE HUNG WDW, INSERT • S.H. WINDOW INSERT OPTION •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • •• •• • • • ••• • ••• • Engr. JAVAO AHMAD CML 11A P / 70592 C 3538 , • • 0SE)1•• 32015 ••• • • • • ••• • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /MOUE t REVISED a•popltle•with du Florida Wass Code 611of AaaTIo.e No _ )ZyYfIMe D•te Nit !Wed sheet 4 of 16) FRAME WIDTH FRAME HEIGHT ACTIVE (x) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCKS 11 & %2 LOCK OPTION #1 CLASS TYPES 'A' OR 'AI' GLASS TYPES l' OR 'Bl' EXT.(+) INT.(-) EAR.(+) INT.(-) 42 109 80.0 80.0 100.0 141.0 EXT.(+) LOADS SHOWN ABOVE ARE WRH HIGH THRESHOLD FOR SIO. THRESHOLD UMIT EXT.(+) LOADS TO 58.0 PSF LOCKS: OPTION #t STANDARD STEEL THROW BOLT LOCK. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM FASTENED WITH (2) 1/4-28 X 2-1/2" MS CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT ACTNE LEAF LOCK STILE, 39-1/2' FROM BOTTOM FASTENED WITH (2) #8 X 5/8" PH SCREWS AND (2) 18-32 X 1-1/2' 011 MS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS 1 B 8 / / / / / / P '9 4, FRAME WIDTH DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES / / A \ \ LOCK 'OPTION #2 ----'4 j GLASS TYPES 'A', Al', '8' OR '81' / _._ 80__ _ _ \ . 80.0 _80.0_1 /. \ \> / /, \ / \ \ / \ / \ / INACTIVE \f ACTIVE DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF r""------- 'FRAME WIDTH I INCHES FRAME HEIGHT INCHES LOCK 'OPTION #2 ----'4 j GLASS TYPES 'A', Al', '8' OR '81' EXT.(+) INT.(-) 1 _._ 80__ _ _ -109-_... . 80.0 _80.0_1 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UMIT EXT.( 4) LOADS TO 58.0 PSF OPTION #2 3 POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL FASTENED WITH (2) #12-28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE, MANUALLY OPERATED LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM FASTENED WITH (2) #8-32 X 1/2" FH MS i. / / / / / / / a 4, x FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT /t I 1 0 L r FRAME WIDTH INCHES /,i\ / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / \ INACTIVE A/ \jt ACME 4, x FRAME WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SINGLE LEAF (X) DOORS WITH S.H. INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES LOCK OPTIONS /1 & 12 GLASS TYPES 0 DOOR 'A', 'Al', 'B' OR '81' EXT.(+) INT.(-) 42 109 85.0 80.0 GLASS TYPE 'F' 0 S.H. WOW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD UM EXT.(+) LOADS TO 58.0 PSF HINGES: OPTION 11 7-5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH ENO AND ONE AT MIDSPAN OF LEAF. OPTION #2 3-1/4' LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4-20 X 1-1/2" MS FASTENED TO PANEL WITH (2) 5/16-18 X 1-1/2" MS SEALANTS' FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. • • • • • • • • • • • • • • •• •• • •• ••• •• • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC F REVISED tee.wplyk8 with the Il rW4 W W.6 Cod< pt..0Nel1-0611' IT( rlw Dec I=1 vat l�,Rtl Pa* Pr i.nC..Rr to4,u 0 E 0 CC 0 41 rn_ 00 h < r'3 0 M • K -1 LLI -1 z N 140 ,10 oo 2°-0n -C M n� M y�W F t - 0 I 0 Q U v 8 R 8 6 8 E 8 CIct Rn { drawing no. W11-03 sheet 5 of 16) STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF PANEL/DIRECT SET GLASS TYPES FRAME HEIGHT DOOR WIDTH SIDELITE WIDTH 'A., 'A1', 'D' OR 161' INCHES INCHES INCHES EXT. (+) INT. (-) 81 41 7/8 (%) 80 (XX) 48 80.0 69.7 85 41 80 (X%) 7/8 %) 48 80.0 69.7 91 4180 (%X) 7/8 X) 48 80.0 69,7 97 4180 (%%) 7/8 0) 42 80.0 79.6 103 4180 (%%) 7/8 0) 42 80.0 79.6 109 41 7/8 (0) 80 (XX) 41 7/8 80.0 80.0 EXT.(+) LOADS SHOWN A80VE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.(+) LOADS 70 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH DIRECT SET SIDELITE WIDTH M 1- /4' LEAF WIDTH PANEL SIDELITE WIDTH a 1- /4' ACTIVE DOOR FRAME WIDTH (0) ti SIDEUT WIDTH STATIONARY ( 0 ) SIOEUTE W. DOOR 0009 FRAME W. SIDELIITTEE W. SIDELITE W. W. FRAME W. SIDEUTEE W. Q () Q ) Q I QQ -10 1 fir, ,, i rilp c...1 ... 13.6 „,,, OVERALL FRAME WIDTH (xo) ox DOOR FRAME WIDTH SIDELITE W. c/ Cr) OVERALL FRAME WIDTH ( oxo ) DOOR FRAME WIDTH SIDELITE W. 1- /4' PANEL SIDELITE WIDTH INACTNE DOOR FRAME WIDTH 0TH ACTIVE (XX) OVERALL FRAME WIDTH ( OXX ) ( EXO ) OVERALL FRAME WIDTH ( OXXO ) PRODUC r REVISED Y t••plyl 9 wild lh Florida Y•Idlq Coda A•nepb•1• t4•11W - O 6,Indlm D.I. �RW trod�fC+•nl� NATE: • • • • • • • • • • • • GLAtS CARACIOIES ON THIS SHEET ARE • • • • SAM ON•AS E1300-09 (3 SEC. GUSTS) • • • • • �N P FRIA IIIA B I6DING COMMISSION • • • • 6 ((2��TpO�iY 6i4TEMENT DCA05-DEC-219 •• ••• •• FC • ••• • • • • • • • •• ••• • Engr: JAVAD MUM) CML FLA PE #35741592 7�592 • • •••• C .. •• • • • • • • • • SE3 2015 COMP-ANL\W11 -03TMW 1 N 0 vo E S oc n 8 drawing no. W1 1-03 (sheet 6 of 16 ••• • • • • ••• . • • • • • • • . • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , jot mum r 1.... r, . 1[1 1- /4' PANEL SIDELITE WIDTH INACTNE DOOR FRAME WIDTH 0TH ACTIVE (XX) OVERALL FRAME WIDTH ( OXX ) ( EXO ) OVERALL FRAME WIDTH ( OXXO ) PRODUC r REVISED Y t••plyl 9 wild lh Florida Y•Idlq Coda A•nepb•1• t4•11W - O 6,Indlm D.I. �RW trod�fC+•nl� NATE: • • • • • • • • • • • • GLAtS CARACIOIES ON THIS SHEET ARE • • • • SAM ON•AS E1300-09 (3 SEC. GUSTS) • • • • • �N P FRIA IIIA B I6DING COMMISSION • • • • 6 ((2��TpO�iY 6i4TEMENT DCA05-DEC-219 •• ••• •• FC • ••• • • • • • • • •• ••• • Engr: JAVAD MUM) CML FLA PE #35741592 7�592 • • •••• C .. •• • • • • • • • • SE3 2015 COMP-ANL\W11 -03TMW 1 N 0 vo E S oc n 8 drawing no. W1 1-03 (sheet 6 of 16 ••• • • • • ••• . • • • • • • • . • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/15' HEAT STREN'D GLASS 090" Interlayer Sollex Clear Md Color Gloss By 'Eastman Chemicol Co.' 3/16' HEAT STREN'D GLASS SILICONE GE RCS7701 GE 1200 3/16' HEAT SIREN'° GLASS 1/4' AIR SPACE 3/16' HEAT STREW() GLASS 3/16' HEAT STREN'D GLASS .090" Interlayer .090" Interlayer Sollex Cleor And Color Gloss SentryGlos By 'Eastman Chemical Co.' By 'Kuraroy America, Inc.' 3/16' HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 Z to to cs GLASS TYPE g in ALUMINUM SPACER 18 SMS AT 4-1/2' FROM ENOS AND 10-1/2 0.C. AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPES 'A' OR 'B' (ABOVE) SILICONE GE RGS7701 GE 1200 . m ® y JI WIN AT 1/4 POINTS ON LITES WIDER THAN 36' GLAZING OPTIONS SIUCONE GE RGS7701 GE 1200 i GLASS TYPE 'B' GLASS TYPES 'Al' OR 'B1' (ABOVE) SILICONE GE RGS7701 GE 1200 GLAZING DETAILS AT SIDELITE AT 1/4 POINTS ALL SIZES 3/16' HEAT STREN'D GLASS 1/4' PIR SPACE 3/16' HEAT STREN'D GLASS .090' Interloyer SentryGlas By 'Kuroroy Americo. Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 m ALUMINUM SPACER /8 SUS AT 4-1/2' FROM ENOS AND 10-1/2' O.C. o: 1/8' HEAT STREN'D GLASS .090' Intertoyer SentryGlas By 'Kuraroy Americo, Inc: 1/8" HEAT STREN'D GLASS SIUCONE GE RGS7701 GE 1200 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' • • GLASS TYPE 'F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •. Coon . AVAO 811880 CIVIL FC2E3M 72592 • • •• • ••• A!1 3a5Ys• • • • • • • • • • • • •• • • • • • ••• • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • P 032015 PRODUCE REVISED nr essplyMR wins the Markt% isldIsg Code Ateessate No k Wit lkok Cobol 0 0 F' f e 0q C1a O O•ao CC12 •,91 stal2 F 3 a U O Irl 1' 0 v n h 6 0 _3c 8 drawing no. W1 1-03 sheet 7 of 16) EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE ANCHOR: LOCATION III 51 x F 0 OR 19 1/2" MIN. FLUSH BOLT OR SHOOT BOLT PENETRATION 1/2' MIN. SH BOLT OR SHOOT BOLT PENETRATION 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS 0 c I' EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR) LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS EMEDM GE DIST. 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. ODD BIX:K TRUCTURE BEET 1) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. IMO METAL STRUCTURE g TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) IINTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-11/4" MIN.. .EMBED INTO CONC. OR MASONRY (JAMBS) I (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. ALTERNATE EDGE 01ST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT(+) LOADS TO 58.0 PSF TYPICAL ANCHORS • DEELEVATIONS • • FOR SPACING • • • LOW THRGSH0LL• • • • NOT APPR'D FOR NATER RESVANCE • • • ••• • • •• • • • • • •• ••• ••• Engr: JAVAO AHMAO CML FLA E #g72592 •. ••0,11),• • • 2015 ••• • • • • •i• • - • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODVC F REVISED Manaplylag with IYe Florida dltidlag Curie Aerglaan Na ).0' taptra•aa U.le i LA,fMM Maori • OPERATING UNITS a P F6 2 aP n CCg 00 e Qe 0 02 8 046E 4132 j2zN T 4W � COMP -ANL\W11-0 heg !;',4 of€o6 Ind riE ��0aa 0 O L C O V S E a drawing no. W11-03 (#leet 8 of 160 0 05 'o O 2 date: 02-10-11 l *cote: 3/8' - l• dr. by. HALM chk. by: -15 gig Ol 0 II - -.,.... ,.........., Ls, :ti....,..SOO ACTIVE LEAF • ii Hi I.I 03.20.11 9r 0 0 revisions: no dote by desenp ion A 03.20.11 REV. PER 81./C COMMENTS O 01.10.12 N0 CHANCE 1145 SHEET C 04.27.15 NO CHANGE THIS SHEET D 09.01.15 REV. PER RER C0102E105 SERIES -249 ALUN OUT -SWING DOOR W/ SIDEL .S (LN.L) TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2848100 FAX. (305) 28241978 _� COMP-ANL\W1-03TMW) n 0 OFi zm f C TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ALTERNATE 'ANCHOR .LOCATION ALTERNATE ANCHOR LOCATION 3/8" MAX.• SHIM .' TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) ALT. FRAME JAMB J cue 110 X 3/4" PH SMS AT 6" FROM ENDS AND 24' 0.C. MAX. 110 X 3/4" PH SMS AT 6" FROM ENDS AND 24" 0.C. MAX. PANEL SIDELITE INSTALLATION DETAILS EXTERIOR SIDELITE LEAF WIDTH PANEL SIDELITE WIDTH 110 X 1" PH SMS AT 4" FROM ENDS AND 16' 0.C. MAX. 1 1/4" LEAF WIDTH DOOR FRAME WIDTH COMP-ANL\W11-03TMwD n n n o O .n OM • 0 JLJ J Z K UCO IA 0Om pacO ¢rlv� M N 0 - I- a DOOR LEAF WIDTH = SIDELITE FRAME WIDTH - 3.250". TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) .. .•• . . . • . • . • . • • .• ••• •• . . • .. PRODUC F REVISED 111•1114 NPEnd. De florid' EK. IN r -r w M. -6 411.0r PANEL SIDELITE UNITS Eng,. JAVA) AHMAD L • ••• • ••• FLA. � �92 • • • • 303 • • • • • • �� • • • • • • • • • •• • • • • ••• • ••• • 8 20 S 4 15 •-•-• • • •`• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• •• • • • •• •• • • • • • ••• • • • ••• • 6 g'g .Eq22 p • a 0 • 4 drawing no. W11-03 (sheet 10 of 16) EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE INSTALLATION DETAILS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. LEAF WIDTH SIUCONE PHOT HINGES DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH ' ' ' "DIRECT SET SIDELITE UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS .•. . . . . .•• • SIP 114la.. •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W11-03 sheet 11 of 16 ••• • • • • ••• • • • • • • • • - • • • ••• • • • • • • • • • • • • • • •• •• •• • • ••• • •• F.093 1.750 1_1. .062 U, 119111 IV COMP-ANL\W11-03T1.4W) 4.000 .112 .060 1.75075ILJL.i1 4.000ILI .062Rs I1NI1T 1750.6252.375.500ri AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 _ FAX. (306) 2626978 O PANEL �1LAZISNAG BEAD 37 ,090 0 F-1.843--I FRAME HEAD 7M-099 1.843 .145 SIDELITE HEAD/SILL O GW -30769 1--3.465 I-- 2.375 2.125 8.250 � { -1 .713 4.000 .062 - d .715 r 1.465 .125 O CENTER • GW 37888 HINGE 2.125 0.310 0.572 125 ® SIDEUTE GLAZING 4.050 1.799 BEAD (INSUL. LAM. GLASS) Oe PIVOT HINGE 1.988 1.262 i1 SERIES -249 ALUM OUT -SWING DOOR W/ SIDELRES (LM.I., TM Windows, LLC. 1543 N. POWERLINE ROAD POMPANO BEACH, FL. 33069 TEL (954) 761-4430 FAX. (954) 781-3595 -I 000RTuB02 03 RAIL 19 e.2481.500 0.572 GW 37889-A O8 OUTER HINGE HINGE PIN _[-250 4.000 2.062 r-1.500 n 1�-F I O 1-- DOOR JAMB/SIDELITE 1.7� --I FRAME BA5499 -I-125 .125 �11� lII1 .875 .062� `1.000 -I 1.376 L- .625 .os2 28 STD. SILL ADAPTER BA5798 .500 r 166 MID RAIL CORNER CHANNEL - x.093 1.750 y r A + .625 I�-• 1'750 LOW THRESHOLD 897009 1.658 - 3.6815 HINGE CAP 110 6 1/2' F.H. SMS .062 1.030 j 4.000 .062 L 3.875 .635 A'1e), 1.275 •250 1.629--I HIGH SILL ADAPTER9 2TM-193 IJ IJ IJ IJ 1.865 0 4.090 1 .093 DOOR HINGE STILE O TM -32995125-- descnptlon REV. As 9NC COMMENTS NO CHANGE THIS SHEET UPDATED TO 2014 roc NO CHANGE THIS SHEET 2.157 4.530 - INSUL. GLASS PANEL ADAPTER TM -194 ''TI tel 2.000 .562 L , 1.5195 -.{ .930 1- d -f DOOR TOP/BOTTOM RAIL 6 TM -32994 4.659 .093-JJjj 1 a 3.500 g o 0 0 0 11 •' 00 7.689 d '" W 2. 40 �p 11 1.750 .625 I - � n n jj� j� 167 .554 1.574 .062 4.000 '.. } '1 .060 O FRAMEfiAILL (STD.) 1S .HT MUWON 30 SITMC780ER .075- 625 -x - 1"'1' O BATT 2.126 HINGE F- 2.625 •t ••• • • • •• •• ••• lil ��' L m O• 7 WEATHER-STRGW-31IP26 .J75 ADAPTER 8 4.000 ACTIVE LEAF LOCK STILE O TM -172 1 f' • •• •.062 • • • • • • • • • • • • • • • • • • PRODUCE REVISED • • • leee�MOO • • • 0gCO4.arin IYe F1aYt • • • • A4 <1.1.. a N0 0611.0) eMMe1M' ^ n o -- - •� n .. -' s 1, c 4.659 x.075 .093 1.287 { .050 4.000 � -iI 999 1 I it Engr: JAVA')LM1MAD DMe 1 tl 3.790 �j 3.790 I I d 2.04> O 1.750 1.983 r • .062 ��• FIA. PC 30592 C7•C 576• , M�1 f- 1.5154 • - I F -.. I .3001 L.-.125 I• �•• • 2.011 REINFORCING 3t TM -162 �. 779 BAR [7g9 -..{ 35 SIDELITE GLAZING BEAD (LAM. GLASS8 TN -157 .625 F--4.000 drawingno. W11-03 O ALT. DOOR I • 1.7501 • • • JAMB/SIDEUTE FRAME BA • • • • • • • • • 11§) ALT. FRAME COVER 80 • 1 •• • • J 2O15 INACTNE LEAF LOCK STILE TM -36046 sheet 12 of 1 6 ••• • • • • ••• • • • • • • • • - • • • ••• • • • • • • • • • • • • • • •• •• •• • • ••• • •• FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER 1008 1 PART / QUANTITY DESCRIPTION MATERIAL DANE./SUPPLIER/REMARKS 1TM-099 1 FRAME HEAD 6063-16 PER TM SPECIFICATIONS 2 8A5797 1 FRAME SILL (STD.) 6063-T6 PER TM SPECIFICATIONS 2A 8970KB 1 LOW THRESHOLD 6063-16 PER TM SPECIFICATIONS 3 8A5499 2 FRAME JAM8 6063-16 PER TM SPECIFICATIONS 3A BA AS REOD. ALT. DOOR JAMB/SIDELITE FRAME 6063-16 PER TM SPECIFICATIONS 38 BA AS REOD. ALT. FRAME COVER 6063-T6 PER TM SPECIFICATIONS 4 TM -172 1 ACTIVE LEAF LOCK STILE 6083-15 PER TM SPECIFICATIONS 4A 11A-36048 1 INACTIVE LEAF LOCK STILE 6063-16 PER 7A1 SPECIFICATIONS 5 TM -32995 1 PANEL HINGE STILE 6063-T6 PER TM SPECIFICATIONS 6 DA -32994 1 PANEL TOP/BOTTOM RAIL 6083-06 PER TM SPECIFICATIONS 7 GW 318284 WEATHERSTRIP ADAPTER 6063-T6 END OF DOOR STILES (TOP/BOTTOM) 8 FD 107 3/ LEAF BUTT HINGE 6063-16 SULWAN & ASSOC. 86 - 3/ LEAF PHOT HINGE 6063-16 LORA 9 GW30769 AS REDO. SIDEUTE HEAD/SILL 6063-T6 - 10 GW 32222 2 DOOR LOCK INSERT 6063-16 LOCK 51110 11 GW -34808 2/ LEAF PRESSURE PLATE -TIE ROD ALUMINUM 4' LONG 12 F8 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULWAN & ASSOC. 15 TM -121A AS REOD. 'H' MULLION 6063-16 - 18 32001 A5 REO'D. FOAM FILLED BULB W'STRIPPING - .187 X .250 T -SLOT 16A 32084 A5 REO'D. MULTI FLAP FOAM FILLED BULB W'STRIPPING - - 16B 32011 AS REQ'D. FOAM FILLED BULB W'STRIPPING - .187 X .350 1-S10T 17 F801 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 6063-T6 M & M PLASTICS 19 TM -292361 PANEL BOTTOM RAIL 6063-76 - 20 - AS READ. /10 x 1/2" F.H. UNDERCUT SATS. STEEL AT FLUSH BOLTS 21 - 2/LEAF 1/2.0 THREADED ROD, WASHER & NUT STEEL TOP/BOTTOM ENO RAILS 22 - - DEAD BOLT LOCKING HANDLE - KWIK-SET 23 - 1 MULTI POINT LOCK - ACTIVE LEAF, 41' FROM BOTTOM 25 - 36 DUST PLUG (OPTIONAL) piASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS REGD. /10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA5798 AS REOD. STD. SILL ADAPTER G063-15 PER TM SPECIFICATIONS 29 8A AS REOD. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063-15 PER TM SPECIFICATIONS 30 TM -180 1 SILL COVER 6063-T6 PER TM SPECIFICATIONS 31 TM -182 - LOCK STILE REINFORCEMENT 6063-76 PER TM SPECIFICATIONS 35 TM -1574 SIDELRE GLAZING BEAD (LAM. GLASS) 6063-16 SIDE LITE GLAZING PERIMETER 35A - 4 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-16 510E LITE GLAZING PERIMETER 37 TM -155A OPTIONAL PANEL GLAZING BEAD 6063-T6 PER TM SPECIFICATIONS 38 TM -194 - INSUL. GLASS PANEL ADAPTER 6063-15 PER TM SPECIFICATIONS 39 _ A5 RE00. SETTING BLOCKS (1/8' X 3/4" X 4" LONG) EPDM DUROMETER 80±5 SHORE A FRAME BOTTOM CORNER MID RAIL CORNER SINGLE DOOR W/ 5,H. WOW. • ••• • • • • • • • • • ••• • Engr. JAVAD AHMA0 CML Fol PE .•592 • • • • • • • • • • me • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR COMPONENTS 2015 PRODUC F REVISED r d••plpIas wtIS the Floral& IrW URI Code Amylase, Nu y 6i• MOW. Date 47174x2A COMP-ANL\W1 8 0 0) (O 00 o )) O (7 JWP J Z �= N W U 0Om Cc . 0 n- o m ANO 0 N C 6 drawing no. W11-03 (sheet 13 of 16) TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS IIli( \I I V ) Il / c 1 -1J,,-eANCHOR FOR SPACING • - - ALTERNATE LOCATION• AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.8100 FAX (305) 2826973 3 O. . I! e rr Rte i Al 4:DID a 1 I I m O1 x'10%1-1/2"114 SMS SEE ELEVATIONS FOR SPACING • a, • SERIES -249 ALUM OUT-SN1NC DOOR 6/ SIDELRES (LM.41 TM Windows, LLC. 1543 N. POWERUNE ROAD POMPANO BEACH, FL. 33069 TEL (954) 781-4430 FAX. (954) 781-3595 n d J.1 4i FRAME HEIGHT 106-3/8" MAX. LEAF HEIGHT 50-5/8" MAX. WINDOW HEIGHT EXTERIOR O W kr I 1 o ,n ti 1 6.1 I 1... .%.T12,0 rri _ = .i z W . 1 I�r o uOR REV. PER BNC 0048(5TS NO CHANCE THIS SHEET g o LT ,g o gax ID. to PRONG!' REVISED Y aN'ty't•j wNY lit north immileg :n15:_:.61111_024© , .N• •)r • ri Riilnllr Dale 21 _ I,� w ,s GatPM* ivin� 4WQQ' JJJJ 29 • • • • • • • O o N m � - F O< 0 0 0 • • • • • • • • • • • • *SINGLE (X) •01 RATING UNITS W/ S.H. WDW, - b N ^^— 1 0 o x t-t/z" FN sus SEE ELEVATIONS 1 1 m FOR SPACING ( D 1 I I 0 n Z S s Ener. JAVA!) AR11AD CM FLA11 II lI / ♦ .o • • •• •• • • I� ♦iiiiip • • • • ( 1 drawing no. W1 1-03 EDGE DIST. • • • • TYPICAL ANCHORS �•/f J 20,c FORSEE SP ACING HI—THRESHOLD OPTION 1 (sheet 14 or 1A) • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • •• •• •• ••• • • • •• E1 110 X 1-1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH •3/8" MAX. F1 . SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 38-5/8" MAX. 3/8" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS 1 OR 2 AT SINGLE DOORS OPTION 2 SHOWN SHEET 5 FOR DESCRIPTION ACTIVE LEAF LEAF WIDTH 41-7/8" MAX. FRAME WIDTH EXTERIOR D.L. OPG. 38-5/8" MAX. CD 3/8• MAX. SHIM HINGE OPTIONS SHEET 5 18Y , WOOD BUCK LEAF WIDTH 41-7/8- MAX. FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. TYPICAL ANCHORS SEE ELEV. FOR SPACING • ••• • • • • • •• • • • • • • • ••• •• • • • • • •• • ••• • ••• • • • • • • • • • • • • • • • •• • • • ••• • ••• • Engr: JAVAD AHMAO CML FLA _�[ `792 L • • ••• • • • • • - • • • • • • • • • • • ••• • • • • • • • • • ZF P41)@ 1 Z W n 0 o $ ce0 M. OG V Gq 018 (e N•0 etWg aW�f� PRODUCE REVISED ree•Plyleg with the Fl9rid% WqssNA•s 2 j♦he1Me 0 8 0 a 0 0 mv. 02 -m -n J drowing no. W11-03 sheet 15 of 16 • •• •• • • • •• •• ••• • • • ••• • 1.937 T-(� j-.062 687 _2 �-- .625 L1.875_1-7 t.t FRAME HEAD 746 I__I--13° 836 9 FIXED RAIL REINF. .062--{t- f I .375 .250_1 F- 9.1 GLASS STOP ANGLE 4.1 FIXED MEETING RAIL .095 2.541 _1.140 F-l.563�� DOOR STILE REINF. 50 940j1. 0 1.125 1.552 --4750 L- .0 6 .096 0 STD. VENT TOP RAIL 658 .750 .062 I um 7.1 SASH SIDE RAIL SASH LATCH -( 969 j - I I_ .877 1.875 -� s63 .0551 L 1.469 2.1 FRAME JAMB 1.362 .050 2.21I50 2.725 L �II 1 .J.750 L 6.1 VENT BOTTOM RAIL -2.050 2.826 .062 L , _ .662 TI -1.937--1 3.1 FRAME SILL ITEM / PART / READ. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1.1 GW -31798 FRAME HEAD 6063-T6 PER TM SPECIFICATIONS 2.1 TM -117 2 FRAME JAMB 6063-16 PER TM SPECIFICATIONS 3.1 FRAME SILL 6063-76 PER TM SPECIFICATIONS 4.1 GW -36123 FIXED MTG. RAIL 6063-16 PER TM SPECIFICATIONS 5.1 7M-113 STD. VENT TOP RAIL 6063-16 PER TM SPECIFICATIONS 6.1 TM -112 VENT BOTTOM RAIL 6063-T6 PER TM SPECIFICATIONS 7.1 GW -31802 2 VENT JAMB 6063-16 PER TM SPECIFICATIONS 8.1 TM -115 2/VENT SPRING LOADED EGRESS LOCK 0 6' FROM ENDS 6063-T6 PER TM SPECIFICATIONS 8A.1 2/VENT LATCH LOCK 0 6' FROM ENDS CAST PER 1M SPECIFICATIONS 9.1 AS RECD. GLAZING STOP ANGLE ALUMINUM PER TM SPECIFICATIONS 10.1 2 VENT STOP (5-1/4' LONG) PLASTIC PER TM SPECIFICATIONS 2 SPIRAL BALANCE CALDWELL 12.1 4 VENT GUIDE PLASTIC PER TM SPECIFICATIONS 13.1 VN -3045 AS RECD. BULB WEATHERSTRIP VINYL PER TM SPECIFICATIONS 14.1 W43201 A5 REOD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 15.1 143371 AS REQD. FIN SEAL WEATHERSTRIP WOOL PER TM SPECIFICATIONS 16.1 FRAME/VENT ASSEMBLY SCREWS CRS #10 x 1' P.H. 51.15 17.1 FIXED RAIL REINFORCING 18.1 DOOR STILE REINFORCING ALUMINUM ALUMINUM PER TM SPECIFICATIONS PER TM SPECIFICATIONS FRAME TOP CORNER FRAME BOTTOM CORNER VENT TOP CORNER •• ••• • • • • • • • • • • • • • •- •• •...-- • • ••• • •• S.H WINDOW COMPONENTS •• •0S• • •} • •• Awl, • • • • •• • ••• • • • • • • • • • • ••• • VENT BOTTOM CORNER ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• 0 • • ••• • • • ••• i•• • • • • • • • •• •• • • PRODUCT REVISED r ro•pbl•i NIU the Flotilla I1•ldlOI CW Iylr6ll.. 0.0 q Zpi.) Duaw,wr Cm‘ui 8 8 9 0 n 0 10 el. 1:21 0 o n J Z CO W 0 Al 0 oa3 "0 a " 0 Z4C LA M 0 v I- 0 -- H -D 0 drawing no. W1 1 -03 sheet 16 of 16 8/12/2015 a 1:3:01711W 8' I 1 Florida Department Business, Profess' nal Regulation License efficiently. Regulate fairly. Florida Building Code Online BCIS Home ' Log In User Registration Hot Topics I Submit Surcharge j Stats & Facts Publications FBC Staff ' BCIS Site Map 1 Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL16220-R1 Revision 2014 LApprovedj T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com .. ... • . • . • •• • • . . • . • . . •. •.• .. . . . .. • ••• . ••• • • • . . . •. . . . • . • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • Category ••• • . Subcategory • : rf :Fi;ced• • . . . • haps://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735f0bMijSjNBAM V,IlefdtgeGer%2CDQ11{PMdILYQQ%3d%3d 1/3 8/12/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved PE -0046549 National Accreditation & Management Institute 12/31/2019 Keith E. Lorinos, PE P. Validation Checklist - Hardcopy Received FL16220 R1 COI Indeo.0df Standard TAS 201 TAS 202 TAS 203 .. ... . . . . . .. . • • • • .fttteioel Z Ltptipn D • • • . . • • • • .. ...•..••• • • •. • ••. • • 04/27/2015 03/4;2015 :. • .65/0642015. ••• • ••• • 06/22/2015 • ••• •• • • • ••• •• • • • • • • • • • Summary of Products • • • ••• • • • • • • • . • • • • • • ••• •. • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735f0bMijSjNBAMVAnb•I'dfl4eG$i%2fIDQIkg MtILY1%3d%3d Year 1994 1994 1994 2/3 8/12/2015 Florida Building Code Online L FL # Model, Number or Name Description 16220.1 1 Series "525" Aluminum Fixed Casement Window Series "525" Aluminum Fixed Casement Window - LMI 42" x 96" Limits of Use Approvedfor use in HVHZ: Yes- Approved"for"use outsiae HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Other: Installation Instructions FL16220 R1 II Dwq.Ddf Verified By: Frank Bennardo PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16220 R1 AE Eval.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: %eC:urttV.MkTRI(:5` CreditCard AE •• ••• • • • •• •• • ••• • • • •• ••• •• It • • •• • ••• • • • • • • • • • • • • •• • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsNc735f0bMijSjN8AMWH6TdO4eG81%o2fsDQIXgdMVILYQQ%3d%3d 3/3 4/22/2015 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#16220.1-R1 15-2371 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Aluminum Fixed Casement Window Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested an l/Ar evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition ▪ (2(114).arid is, fQr thh.purpose intended, at least equivalent to that required by the Code. Re-evaluation of • • this product shall."Te required following pertinent Florida Building Code modifications or revisions. • • • • • • ▪ Substantiating.Data: •. • • • • �• • PROD(JET•EyALUATION DOCUMENTS •• • • • EX CIL-awing #15-n71 titled "Series 525 Aluminum Fixed Casement Window", sheets 1-7, prepared by Engneering ExDr.e ssjip igned & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Re:Por1••• • •• • • • •••• • ••• • •TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0108.01-13 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #0108.01-13 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity Raised Engineer's Seal a1 or$E Pages 1 throw` \CEN, 6 Frank L. Bennard # PE0046549 Ao 9885STATEJF rte. Fz R voP\. •,�Cl<c' ON /lPD r a r r r r r l r u �� No 33% increase in allowable stress has been used in the design of each product. 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAx: 954-354-0443 WWW.ENGEXP.COM • • • .• �—. ENGINEERING EXPRESS' 4/22/2015 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) TM Window, LLC. — Series 525 Aluminum Fixed Window (LM1) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • Saflex PVB Interlayer by Eastman Chemical Company (NOA# 14-0423.17) • DuPont Butacite PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA# 13- 0129.27) Impact Resistance: Large Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with its respective Product Evaluation Do•Cegnent (i.e. engineering drawing), along with all components noted therein. • • ••• • •• • The prodioct con:wept shall be of the material specified in that product's respective Product Evaluation Ddtmtem (i.e. pngineFing drawing). • • • • Limitations $ «cmditions of Use: • ••• Use.of this produrlrsiiall be in strict accordance with its respective Product Evaluation Document (i.e. • • engineering drawiag), gas noted herein. • • All supporting hosX: rrti ctures shall be designed to resist all superimposed Toads and shall be of a material • • lisfedbip each products respective anchor schedule. Host structure conditions which are not accounted • for in each prociott respective anchor schedule shall be designed for on a site-specific basis by a regis a fed professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within & outside of the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM TM TM WINDOWS LLC. SERIES 525 ALUMINUM FIXED CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT TO BE USED INSIDE AND OUTSIDE OF HVHZ ZONES GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-16 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA# 14-0423.17) AND DUPONT BOTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOA# 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING 15 NOT INCLUDED IN THIS DOCUMENT AND MUST 8E ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS • •ENOIALiR FOR AL COST & DOWSES I1CMJDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL • FABRICOTIUJ, 51`STLM EMECUM*& TI NSTRUCON PRACTICES BEYOND THAT WHICH I5 CALLED FOR BY LOCAL, • • STA-11,:NS OF THIS PLAN. 15` E) EP=AS:XIESVF:LOVV1L DOHEREEIN NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE • • .114Y6". ALTE TIONS ADD?FIOAS, dRPOTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. • .•• • ••• • • • • AMERICAN TF6T LAB QF SOUTH FL4RI1� RIJ'ORT NUMBER 0108.01-13 • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •••• • •••• • FL #16220.1 ;Irigk .809N DO, P.E, 44 • Nn 4854 *: 0 Zm U[ri WW 15-2371 PAGE DESCRIPTION: COVER SHEET J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • . •• •• ••• • • • ••• • • U 8 6220 for 2014 Florida -Pr 5015-2371 Series 325 Fixed C SURFACE APPLIED FALSE MUNTINS OPTIONAL 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS TYPE "A", "C", "D" 6° MAX FROM ANY JOINT OR CORNER (TYP.) 6" MAX FROM ANY JOINT OR CORNER (TYP.) D.L.O. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 )y6" D.L.O. LENGTH = WINDOW LENGTH -4 y/6" )6" ANN. SETTING BLOCK AT I: POINTS 6" MAX FROM ANY JOINT OR 8 1/4" MAX. FOR ANCHORS TYPE "B' 16 1/2" MAX. FOR ANCHORS TYPE"A" "C", "D" I.VRNCN. I I Tr.) _E1111.1=MIMIIIIIIIII- il ILII ___- r• 7-:' 8 1/4" MAX. FOR ANCHORS TYPE "8' 16 1/2" MAX. FOR ANCHORS TYPE "A", "C" "O" 1 A i. I I 1_.. 11 II `I II III II ___JI_ II ■1I --11 ir r _-1I ii q I. Plommenis—wWAIWV D.L.O. FRAME WIDTH 6" MAX FROM ANY JOINT OR CORNER (TYP.) SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION _ IS USED TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION J D.L.O. WIDTH = WINDOW WIDTH -4 Ya" D.L.O. LENGTH = WINDOW LENGTH -4 )¢" GLASS TYPES .090 SAFLEX OR .090 SAFLEX OR BUTACITE INTERLAYER BUTACITE INTERLAYER 3(6 ANN. k /0 3 Ya" ANN. X' ANN. SETTING BLOCK b m SETTING BLOCK N y� AT y, POINTS �� 1 AT y POINTS 4�. I o o L7O• ••• • • 0 • • • • 4 oc7 r= �i p •• •• •• • • •• • iJ� .� • 316" H.S. X6" AIR SPACE Ya" TEMP. .090 SAFLEX OR BUTACITE INTERLAYER X6" H.S. ••• •• • • • • ••• •• ••• • •• •• • • • • • `i • • •• • • • • • • •• •• • • • • • • • •••• • •••• • FL #1620.1 �R(Wy1 ��, BE'NNARDO, P.E.\ �O 59� Vn 46549 N as 2 Yi 3 W PYAD 1T ENGREEANG DRESS 15-2371 SCALE: NTS 1 PAGE DESCRIPTION( COVER SHEET • 7 • •• • • • • • • • • • • • •• •• •• • • •• • •• •• •••• •• •• •• • • • •• • •• • • • • • • •••• •• • • •• •• ••• •• ••• • • • •• ••• • • 16220 for 2014 F10r148 P EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK STEEL: Fy= 36 KSI MIN ALUMINUM: 6063-T5 MIN. FRAME HEIGHT Ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. /4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING TYPICAL SILICONE BED SEE APPROVED GLASS TYPES ON PAGE 2/7 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING NOTE: WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ()TYPICAL SECTION EXISTING HOST STRUCTURE VERT SECT •• • ••• SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING TYPICAL ANCHORS: TORS: SEE ELEV. ON PAGE 2/7 &ANCHOR iTYPE'A' CONCRETE OR GROUT FILLED CMU THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=15S KSI) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. • •• • • • • • • • • ••• • TYPE '8' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' INTO METAL STRUCTURES (5 PITCHES PASS THE THREAD PLANE MIN.) STEEL: 4" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) • • • • ➢PE D• • • • • • • a• • •g• • • • • • • • INi0E7-6Y WOOD BUCKS OR WOOD STRUCTURES • • • • (S/'#iG=0.55#1IN) • • • 5/116" OKA. IL/BACON BY 'ELCO' (Fu=177 KSI, Fy=155 K51) 1-1/2" MIN. PENETRATION INTO WOOD - ; TYPICAL E E ST NCE • • INTO CONCCETp/GR9UT FILLED BLOCK= 2-1/2" MIN. • • • INTIO WOAD STTUC4URE = 1" MIN. (FOR TYPE "8") • • • • INTO 50700 ST•UC•JRE = 1 34" MIN. (FOR TYPE "D") • • • • INTO A't1A! STRICTURE _ 34" MIN. FFR��ANK L. BENNARDO, P.E. ` 28Y WOOD BUCK •py7��45 Ao. 46 10 gip,. �'h�� s�•/Ill ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING FL #16220.1 a cL, A _r4 <wwi'a W o [0 wp1 U1wm J ow g gga,. la pp —41 e 30 sa ... CORAG:R NONE PINOEMPRF1E 15-2371 SCALE: NTS PAGE DESCRIPTION: COVER SHEET 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • J U j Prgect\WP\1523710 • 9 METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN.1_ 0 w ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING BED OF SEALANT 1/4" MAX SHIM FRAME WIDTH OPTIONAL JAMB CONDITION 6" = 1'-0" HORIZ SECT 1BY OR 2BY WOOD BUCK BY OTHERS. r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 OR SPACING 1/4" MAX SHIM lx OR 2x WOOD' f(• 1/4" MAX SHIMBUCK (OPTIONAL) .j \ BY OTHERS. t TYPICAL SECTION 6" = 1'-0" HORIZ SECT EXTERIOR ANCHORS PER ANCHOR 77j7r7N SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/7 FOR SPACING XISTING HOST /STRUCTURE J MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS OTM -360 FIXED CASEMENT FRAME SILL/JAMB/HEAOER EXTRUSION 6063-T6 © - SNAP COVER 6063-76 ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TYP.) 5052 H32 ALUMINUM O01.1-327 1/8" GLASS STOP FOR 9/16" GLASS 6063-T6 0TM-326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 © 32001 VINYL BULB - D.175"I TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB 0 32011 VINYL BULB - 0.270"I TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB O ® - (2) /10 X 1 1/2" PH PHILLIPS (TYP. ALL CORNERS) CO - (1) +10 X 3" PHILLIPS FH 595 (TYP. ALL CORNERS) el - OPTIONAL SURFACE APPLIED MUNTI • • • • • • • ‘0633T6 • • - RAPID STRENGTH RG57700 STRUI:URAI SWCON: • • : : • ILASIOMEIRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS el- • • • •• • A. ••• • - 5/16" ALUMINUM MUNTIN SPACER • • • • • • • •LUMINU1• • ALL METAL n® C7 It - PRIMARY SEAL P16, PB 069 0 ADCO - •H-.-. • _•. SECONDARY SEAL • • • • • 51, 3-01j • • DOW CORNING • • • • • • • • • • •• • • • • • • ••• • •••• • •.•• • FL #16220.1 5 ■ q R fh s 1111 W Pt7UdR ENGINEERING EVRE55 15-2371 SCALE: NTS PAGE DESCRIPTION. COVER SHEET 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • . • • • • • • . • • • . • •• •• • • • •• •• ••• • • . ••• • • J 1 1 1 0 5 1 V:VTojecle\15-2371 Series 325 Fix COMMODITY NOMINAL DIMS PRESSURE (PSF.) FRAME HEIGHT FRAME WIDTH GLASS TYPE Ml GLASS TYPE M2 & IGI -75.0 / *70.0 19" -75.0 / +70.0 -75.0 / +70.0 -75.0/+70.0 27" -75.01 +70.0 -75.01.70.0 26' 37" -75.0 / +70.0 -75.0 / +70.0 -75.0/.70.0 53' -75.0 / .70.0 -75.0 / +70.0 -75.0 / +70.0 74" -75.0 / +70.0 -75.0 / *70.0 -75.0 / +70.0 19' -75.0 / .70.0 -75.0 / +70.0 -750 /+70.0 27" -75.0 I +70.0 -75.01 +70 0 38' 37" -75.0/+70.0 -75.0/+70.0 -75.0 / +70.0 53" -75.0 / +70.0 -75.0 / .70.0 -75.0 / .70.0 74" -75.0 / +70.0 -75.0 / .70.0 -75.0 / +70.0 19" -75.0 / +70.0 -75.0 / +70.0 -75.0 / +70.0 27" -75.0 / +70.0 -75.0 / +70.0 504'." 37" -75.0/+70.0 -75.0/.70.0 -75.0 / .700 53" -75.0 /+70.0 -75.0 / *70.0 -75.0 / .70.0 74" -72.7 / +70.0 -75.0 / +70.0 -75.01 +70.0 19" -75.0 / .70.0 -75.0 / +70.0 -75.0 / +70.0 27" -75.0 / .70.0_75.01.70.0 -75.0 / +75.5 63" 37" -75.0 /+70.0 -75.0 / +70.0 -75.01 +70.0 53' -75.0 / .70.0 -75.0 / +70.0 -75.0 / +70.0 64' -72.01.70.0 -75.0 / +70.0 -75.01+70.0 19" -75.0 / .70.0 -75.0 / +70.0 27' -75.0 / +70.0 -75.0 / .70.0 74" 37" -75.0/.70.0 -75.0/+70.0 -75.0 /+70.0 53" -70.4 /1.70.0 -75.0 / .70.0 -75.0/.70.0 74" X X -75.0 /.70.0 19' -75.0 / .70.0 -75.0 / +70.0 X 27" -75.0 / +70.0 -75.0 / .70.0 78" 37' -75.0/+70.0 -75.0/+70.0 -75.0 / +70.0 53' -67.2 / +67.2 -75.01 +70.0 -75.0 1+70.0 74" X X DESIGN LOAD CAPACITY - (ASD METHOD) FOR GLASS TYPES M1, M2 AND IG1 NOMINAL DIMS FRAME FRAME HEIGHT WIDTH 24" 30" 36' 38" 42" 48" 54" 60' 24" PRESSUI GLASS TYPE 141 -75.0 /+70.0 2E (PSF.) GLASS TYPE M2 & IGI -75.0 /+70.0 -75.0 /.70.0 75.0 /+70.0 -75.0 / +70.0 75.0 / +70.0 -75.0 /+70.0 75.0 / +70.0 -75.0 /+70.0 75.0 /+70.0 -75.0 / +70.0 75.0 / +70.0 66' 72" 78' 84' 90" -75.0 / +70.0 -75.01 +70.0 -75.0 / +70.0 75.0 /+70.0 75.0 /.70.0 75.0/+70.0 .75.0/+70.0 75.0 / +70.0 -75.0 / +70.0 75.0 / *70.0 -71.3 /4.70 0 75.0/+70.0 -75.0 / +70.0 75.0 / +70.0 30' 96" 24" 30" 36" 38" 42" 48" 54" 60' 66" -75.0 / +70.0 75.0 / +70.0 -75.0 /.70.0 75.0 /+70.0 -75.0 / +70.0 75.0 / +70.0 -75.0 / +70.0 75.0 / +70.0 -75.0 1+70 0 -75.0 / +70.0 -75.0 /+70.0 -750/.70.0 -75.0 /+70.0 -75.0 /+70.0 -75.0 /.70.0 -75.0/+70.0 -75.0 /.70.0 -75.0/.70.0 -75.0 /.70.0 -75.0 / +70.0 72" 78" 84" 90' -75.0 /.70.0 -75.0 / +70.0 -75.0 /+70.0 -75.0 / .70 .0 -75.0 /+70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0/+700 96" 24" 30" 36' 38' -75.0 1+70.0 -75.0 /.70.0 -75.0 / +70.0 -75.0 / .70.0 -75.01+70.0 -7561.70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0 / +70.0 42" 48' 54' 60" -75.0 / +70.0 -75.0 / +70.0 66" -750 / +70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0 /.70.0 -75.0 / *70.0 -75.0 /+70.0 -75.0 / +70.0 72" -75.0 / +70.0 -75.0 / .70.0 78" -750 / +70.0 -75.0 / +70.0 84" -75.0/+70.0 -75.0/+70.0 90" -75.0 / .70.0 -75.0 / +700 96" -72.9 / .70.0 -75.0 / +70.0 MODULAR NOMINAL DIMS PRESSURE (007.) NOMINAL DIMS PRESSURE (050) FRAME HEIGHT FRAME WIDTH GLASS TYPE MI GLASS TYPE M2 & 101 24" -75.0 / .70.0 -75.0 / *70.0 724" 30' -75.0/.70.0 -75.0/+70.0 36" -75.0/+70.0 -75.0/+70.0 38' -75.0/+70.0 -75.0/.70.0 i; 42" -75.01 +70.0 -75.0 / +70.0 48" -75.0 / +70.0 -75.0 / +70.0 42" 54" -75.0/+70.0 -750 /+70.0 60" -75.0 / *70.0 -75.0 /.70.0 1°•.60',x. 66" -75.0 / +70.0 -75.0 / +70.0 72' -75.0/ .70 .0 -75.0 / .70.0 78" -75.0 / +70.0 -75.0 / +70.0 84' -71.3 / .70.0 -75.0 / +70.0 90" -66.6 / .66.6 -75.0 / .70.0 96" -61.7 / -75.0 / .700 24° -75.0 / +70.0 -75.0 / .70.0 30" -75.01 +70.0 -75.01 +70.0 36" -75.0 / .70.0 -75.0 / +70.0 38" -75.0 / +75.5 -75.0 / +70.0 42" -75.0 / +70.0 -75.01 +70.0 48" -75.0 / +70.0 -75.0 / +70.0 48' 54" -75.0/+70.0 -75.01+70.0 60" -75.0 /+70.0 -75.0 /+70.0 66" -75.0 /.70.0 -75.0 /+70.0 72" -75.0 /.70.0 -75.0 /+70.0 78" -71.1/.70.0 -75.0/.70.0 84" -65.7 /+65.7 -75.0 /.70.0 90 X X 96" X X 24" -75.0 / +70.0 -75.0 / +70.0 30" -75.0 /+70.0 -75.0 1+70.0 36" -75.0 / .70.0 -75.0 / .70 .0 38" -75.0 / .70 .0 -75.0 / +70.0 42' -75.0 / +70.0 -7501+700 48' -75.0 / +70.0 -75.0 / +70.0 54' 54' -75.07+70.0 -75.0/+70.0 -75.0 / .70.0 -75.0 / .70.0 x 60' 66" -75.0 / +70.0 -75.0 / .70.0 72' -71.1 / +70.0 -75.0 / .70.0 78' X X 84' X X 90' X X 96" X x FRAMEFRAME HEIGHT V1.4071-1MI GLASS TYPE GLASS TYPE M2 & IG1 -75.0 / +70.0 -75.0 / +70.0 724" 30" -75.0 / .70.0 -75.0 / +70.0 36" -75.0 / +70.0 -75.0 1 +70.0 38' .75.0 / +70.0 -75.01 +70.0 i; 42" -75.0/+70.0 -75.0/.70.0 48' -75.0 / +70.0 -75.0 / +70.0 60" 54' -75.01+70.0 -75.01.700 -75.0 / .70.0_ -75.01 +70.0 1°•.60',x. 66" -71.9 / +70.0 -75.0 / .70.0 1"6.72"'' ...Xi i X I 78" X X 84" X X 90" X X I 96' X X 24" -75.0 / +70.0 -75.0 / +70.0 30" -75.01+70 0 -75.0 / +70.0 36" -75.01 +70.0 -75.0 / +70.0 38" -75.0 / +70.0 -75.01 +70.0 42' -75.0 / +70.0 -75.0 / .70.0 48" -75.0/ +70.0 -75.0 / +70.0 66'54' -75.0/+70.0 -75.0/+70.0 60" -71.9 / .70.0 -75.0 / +70.0 66' x X 72' x x 78" X X 84" X X 90' X X 96' X X 24" -75.0 / +70.0 -75.0 / +70.0 30' -75.01 +70.0 -75.01 +70.5 36" -75.0 / +70.0 -75.0 / +70.0 38" -75.0 / +70.0 -75.0 / +70.0 42" -75.0 / .70.0 -75.0 / +70.0 48' -75.0 / +70.0 -75.0 / +70.0 72" 54" -71.1 /+7 0 .0 -75.0/+70.0 60" X x 66" X X 72" X X 78" X x 84" X X 90" x X 96" X X •• ••• • • • • • •• • •• • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •••• • •••• • NOMINAL DIMS FRAME FRAME HEIGHT WIDTH 24" 78' PRESSU RE (PSF.) GLASS TYPE M2 & IG1 -75.0 / +70.0 GLASS TYPE M1 30- 36' 38" 42' 48" 54' -750/.70.0 -75.0 1+70.0 -750 / *70.0 -75.0 / +70.0 -75.0 / *70.0 -75.0 /+70.0 -75.0 / +70.0 -75.0 / +70.0 -71.1/.706 x 84" 60" 66" 72" 78" 84" 90" 96" 24" 30" 36" 38" 42" 48" 54' 60" 66" x x x X x X X -75.0 / +70.0 -75.0 / .70 .0 -75.0 / .70 .0 -75.01+70 0 -75.0 / +70.0 -75.0 /+70.0 x x x x X x X -75.0 / +70.0 -75.0 / +70.0 -75.0 1+70.0 -75.0 / .70 .0 -71.3/.70.0 -75.01 +70.0 -65.7 / +687 -75.0 / +70.0 X x x 72" X 78" X 84" 90" X 90" 96" 96" 24" 30" 36" 38" 42' 48" 54' 60" 66' 72" 78" 84- 90" 24" 30' 36" 38" x -75.0 / +70.0 -75.0 / +70.0 -75.0 / .70.0 -72.5 / +70.0 -66.6 / +66.6 -75.0 /+70.0 -75.01+70.0 -72.9 / .70.0 -67.8 / +67.8 42' 48" 54" 60' -61.7 / +61.7 X X x X X X -75.0/.70.0 -75.0 / *70.0 -75.0 /+75.51 -75.01+70.0 -75.0 / +70.0 -75.0 / +70.0 -75.0 / +70.0 -75.01 +70.0 -75.0 / +70.0 x x x 66" 72" 78" X x x x x x 84" X x 90" x x 96.E X X FL #16220.1 (XPRIGHT ENGREERIGEI 7655 15-2371 SCALE: 978 1 PAGE DESCRIPTION. COVER SHEET 0.7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l A 8 e. 3 S 8 0 0 EXPOSED SURFACES -0.562"- 0.510' d -1.063"-I I EXPOSED SURFACES ri 0 EXTRUSIONS AND COMPONENTS EXPOSED SURFACES I-2 32001 SASH FLANGE 0.350" 3.010" EXPOSED SURFACES O " 10 32011 #100 1 W PH PHILLIPS #100 3" PHILLIPS FH SMS SASH FLANGE (TYP. ALL CORNERS) (TYP. ALL CORNERS) NOTE: EXTRUSIONS NOT TO SCALE. - 0.562"- 0.510' --1.063'--i EXPOSED SURFACES N EXPOSED SURFACES NOTE: PART #2A IS NOT REQUIRED WHEN USING THIS EXTRUSION 3.010" EXPOSED 0.811" SURFACES - 1-0.768" 0.174' --- o 0.9° EXPOSED SURFACES 2.087" FRANK L..SSENNARDO, P.E., V EXPOSED SURFACES • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • ••• • ••• • ••• • • • • • • FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET gw lig ' Yee I 1 CO%RIG:R ENGINEERING NVRESS 15-2371 SCALE: NTS 1 PAGE DESCRIPTION. COVER SHEET Of 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l TM -360 TM -360 SEAL ISOMETRIC SECTIONS • TM -360 SEE APPROVED GLASS TYPES ON PAGE 2 / 7 TM -360 SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL TM -360 •• ••• • • • • • •• • • • • •• •• #.-i6*0• • ,:• • • • • Y"� •• ••• •• • ••• • • • • • • • • • • • • • ••• • •••, SEAL FL #16220.1 FRANK L. BENNARDO, P.EN ,SJD3046549.„ 5 2 CCPIWCM ENOINEEANO E%PRESS 15-2371 SCALE: NTS 1 PAGE DESCRIPEIORE COVER SHEET 0,7 ••• • • • • • • • • • •• • • • •• •• ••• • • • • ••• • • • • • • •• ••• • • • • •• • • • • • • • •••• •• •• ••• • • • 8/11/2015 oes o Florida Department!) Busines Profess' nal Regulation License efficiently. Regulate fairly. 6�xy. atm BCIS Home Log In User Registration Product Approval USER: Public User Florida Building Code Online Hot Topics { Submit Surcharge 1 Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory .. ... . . . • . • • • . . FL16132-R1 Revision 2014 1 Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com .. ... .. . • . .. • ... . • . • . .• .. • . . • . • • • . • • .. ▪ • . • . • ... . .... ... • ••• • . • • . . . • . . .. • • • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10w6V4oltkns4 kCzz27vti'ilkTTOJrUr$pw%3d%3d iPd�ows . i Gese;nen$ .,.. BCIS Site Map ( Links j Search 1/3 8/11/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved PE -0046549 National Accreditation and Management Institute 12/31/2019 Keith E. Lorinos, PE RValidation Checklist - Hardcopy Received FL16132 R1 COI IndeD.Ddf Standard TAS 201 TAS 202 TAS 203 .. ... . . . . . .. • • • • • • • • • ••• •• ••• Met 1.Option D ..•...•..•• • • •• 04/27/2015 • ••• • ••• • • • • 04/29/2!)1 • • • • • • 015 • •• 06/22/2015 ••• • • • • ••• • • • • • • •• • • • Summary of Products • • • • ••• • • •• • • • • • • • . . { I • •• •• • • • •• •• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh I0w6X4oBzkns4ihkCzz27vS 1 bKT80JrUmpw%3d%3d Year 1994 1994 1994 2/3 8/11/2015 Florida Building Code Online FL # Model, Number or Name 16132.1 I Series_525_CasementWindow Description Aluminum Casement Window Large andlSmall Missile Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-75 Other: Installation Instructions FL16132 R1 II Dwci.Ddf Verified By: Frank L. Bennardo P.E. PE -0046549 Created by Independent Third Party: Yes Evaluation Reports FL16132 R1 AE Eval.odf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: • security'.t t: ritrc:5 Credit d •• ••• • • • • • •• • • •• e • • •• ••• •• • • • •• • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l Ow6MBzkns4itikCzi27v1titTi;OJrUmpw%3d%3d 3/3 ,;.P.E.F�®T. ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL# 16132.1-R1 15-2372 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 525 Casement Window Large & Small Missile Impact Resistant Scope of Evaluation: Tha%Product Evaluation Report is being issued in accordance with the requirements of the Florida • • Ditryent of Uusipess and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- • • 3.005, F.(k.C., fad StatOwide acceptance per Method 1(d). The product noted above has been tested anta r'naluatecl as summarized herein to show compliance with the Florida Building Code Fifth Edition •• (2014) and is, fel;thejurpose intended, at least equivalent to that required by the Code. Re-evaluation of • this.product shalLlilerequired following pertinent Florida Building Code modifications or revisions. •• • • • • • ••• ▪ SubMta7 tiating.Llata: • • • • : PRODhleREVALUATION DOCUMENTS • • EX d� ng #1;-28 '2.titled "Series 525 Casement Window", sheets 1-8, prepared by Engineering Exprarsigned & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report #1213.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Glass Capacity 4. Anchor Capacity No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in Raised Engineer's Pages 1 t • 654 9 Frank L. Bennad;`F1;E. # PE0046549 C5a `_#98$5'” OF their corresponding NOAs: l'illoinllmne°o 160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS'-, 4/22/2015 TM Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2 • Saflex PVB Interlayer by Eastman Chemical Company (NOA # 14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed in strict compliance with its respective Product Evaluation Dgament (i.e. engineering drawing), along with all components noted therein. • • Efth Ilrbtluct cOmpt int shall be of the material specified in that product's respective Product Evaluation ••Dwinedt (i.e. efrginetring drawing). • • Limitations & Canditions of Use: • • • • . Us �Qteach procT��ts fall be in strict accordance with its respective Product Evaluation Document (i.e. • • erxineertng drartipg as noted herein. • • All sI pporting has: structures shall be designed to resist all superimposed loads and shall be of a material • listeciin each prodmt's respective anchor schedule. Host structure conditions which are not accounted • • for in each proctuls•rrspective anchor schedule shall be designed for on a site-specific basis by a regitterri1 professional engineer. •••• All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PH0NE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM TM WINDOWS A 4 9 TM WINDOW & DOOR SERIES 525 ALUMINUM CASEMENT WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-09 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING ILLUSTRATED HEREIN UTILIZES SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY (NOA ?14-0423.17) AND DUPONT PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. (NOAO 13-0129.27) 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE •• ••• •TNTTNDED• • • • • lj. •ALT€R$1OIt,S, VOITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND • • HIV L1E*TEQHIiCEFiTIFY;ATION. • •• • • • • ••• • • • • • • • • • • • • • • • •AMERIQ\N TEST LOB OS •OUTH FLORIDA REPORT NUMBER 1213.01-12 • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • • •• ••• • ••• • ••• • FL #16132.1 PAGE DESCRIPTION: COVER SHEET • •• • • • • • • • • • • • •• •• •• • • •• • •• • •••• •• •• • • •• • • • • •• • • • • • • • • • • • • • • • • 4100 • • • ••• • • 32 for 2014 Florida Bldg -ProIt \WP115-237 SURFACE APPLIED FALSE MUNTINS OPTIONAL 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. FOR ANCHORS 6" MAX FROM ANY JOINT OR CORNER (TYP.) 6' MAX FROM ANY JOINT OR CORNER (TYP.) FRAME HEIGHT D L.O. FRAME WIDTH TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4 Ye" D.L.O. LENGTH - WINDOW LENGTH -4 K. • 6" MAX FROM ANY JOINT OR 8 1/4" MAX. FOR ANCHORS TYPE "B" 16 1/2" MAX. 6" MAX FROM FOR ANCHORS ANY JOINT OR TYPE "A", "C', "D" /CORNER (TYP.) I:UNNtR I1 YP.) ' I �; ---�` III — 11 1 --' -- ;I g II II SURFACE APPLIED FALSE MUNTINS OPTIONAL OX w O �n moz�ow 'IN_ -1 —ii Alf ---- ;_ 11 II -;; ■I '1 -; i!-- 1(--- I 11 11 (I III II 1' 1 I1��I I©Co. I f FRAME WIDTH SEE SEPARATE APPROVAL FOR ALUMINUM MULLION CONTIGUOUS WINDOWS ALLOWED IF APPROVED ALUMINUM MULLION IS USED S FRANK L. BENNAROO, P.E., ��i7�YrFl1 TYPICAL ELEVATION - MULTIPLE WINDOW INSTALLATION D.L.O. WIDTH = WINDOW WIDTH -4 W D.L.O. LENGTH = WINDOW LENGTH -4 g" •• ••• • • • • • •• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • ••• • ••• • FL #16132.1 `a 8 a a 1 F �B 1111 �/!tl�Egj E`6 COPYREif ENGNEE W G OGRESS 15-2372 SCALE: NTS 1 ?AGE DESCRIPTION: COVER SHEET LJ i • •• • • • • • • • •• •• • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • •• •• Update FL18132 for 201a Florida Bldg Projec8WP115.2372a is EXISTING HOST STRUCTURE METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. ix OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING FRAME HEIGHT C K O o n' K o Ar77.„441/.. SEAL SCREW HEADS WITH SEALANT (TYP.) 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. EDGE DIST 1/4" MAX SHIM WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION VERT SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL ANCHORS: PAGE 2/8 & ANCHOR CHARTS FOR SPACING & QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYPS2 0=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: Ya" THK. MIN. (Fy=36 851 MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'Co' - 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, •• ••• • • • • • •• • Fy=155 KSI) • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • (SYP#2 G=0.55 MIN) • •• ••• •• • • • •• 1-1/2" MIN. PENETRATION INTO WOOD • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • ••• • •••• • ••• • • TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. (FOR TYPE "B") INTO WOOD STRUCTURE = 1 Y:" MIN. (FOR TYPE "D") INTO METAL STRUCTURE = 3'i" MIN. FL #16132.1 Z w 15-2372 SCALD NTS 1 PAGE D9SCRIPTION9 COVER SHEET J ••• • • • • ••• • • • • • •• • • • • ••• • • • • • • • ••• • • • • • • • • • • . • •• •• • ••• • • 1 A a ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF SEALANT FRAME WIDTH OPTIONAL JAMB CONDITION 6" = 1'-0" HORTZ SECT 1BY OR 28Y WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM 1/4" MAX SHIM 10 OR 2x WOOD BUCK (OPTIONAL) INTERIOR MBED L_ 2 TYPICAL SECTION 4 SCHEDULE "A" HORIZ SECT LD.L.O.J FRAME WIDTH EXTERIOR ( 'EXISTING HOST / STRUCTURE ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING DESIGN LOAD CAPACITY (ASO METHOD) FRAME HEIGHT FRAME WIDTH GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE0 (*) PS! (-) P.S. F.(+) P.S.F (-)P.S.F4+) P.S1 (-1 P.S.F 70 261/2• 70 75 70 75 70 75 28" 37" 70 75 70 75 70 75 38• 70 75 70 75 70 75 1 38" ,_ 75 70 75 70 75 2617 70 75 70 75 70 75 38 y6'- 37" 70, 75 70 75 70 75 70 75 70 75 75 38"_ 70 75 70 75 70 70 75 75 F ---26 1/2"-- X70 —75 1 70 75 70 75 50 516• �zaf•-"y-11e1F-f 3T. 70. 70 ..75 r ]ii 75 ' 70 i 70 75 75 70 75 70 75 I 38" 70 75 30" 70 75 4 2661/7,, X70 _ 75 70 75 70 75 70 7T - 70 _ _ _11.752., 75 _ I 70 75 70 75 ' 63" .......35- — ""70 - --75 – 70 75 70 75 24" 70 75 70 261/2" 70 75 70 75 70 75 70 3T 70 75 70 75 70 75 74 1/4" 38° 70 75 70 75 70 75 70 75 70 75 261T 70 75 70 75 7075 75 70 37" 70 75 / • 7/ Tar" _Ik— 78• 38' 70 75 :70 75 •_ 77-0• • • • • 70 • •• SCHEDULE "B" DESIGN LOAD CAPACITY (ASD METHOD) FRAME 1 FRAME HEIGHT; WIDTH GLASS TYPE M1 GLASS TYPE 182 GLASS TYPE* (*) PS,F (-) P.S.F. (*) P.S.F (.) P.S.F (*) P.S.F (-) P.S.F 24" 70 75 70 75 70 75 i 3T 70 75 70 75 70 75 36_I 36" 70 75 70 75 70 75 1 38" 70 75 70 75 70 75 I 24 70 75 70 75 70 75 48" 30 70 75 70 75 70 75 36" 70 75 70 70 75 75 38" 70 75 70 75 7D 75 24" 70 75 70 75 70 75 30" 70 75 70 75 70 75 80 3T 70 75 70 75 70 75 38" 70 75 70 75 70 --75- 524" 24" 70 75 70 75 70 75 74,. 30" 70 75 70 75 70 75 36" 70 75 70 75 70 75 38" 70 75 70 75 70 75 24" 70 75 70 75 70 75 • • 30" • ♦ 70 75 70 75 70 75 •78 • 3• 70 75 70 75 70 75 • • 31r 70 75 70 75 70 75 •••: • •• • • • •• • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • FL #16132.1 J N J SCALE: NTS 1 PAGE DESCRIPTION. COVER SHEET 8 ••• • • • • ••• • - • • • • • • • • • • • ••• • • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - 1 V1Prgects115-2912 Series 525 Cesemen1 WSndow - FSA - Update FL1 luramo.i rwvwc LTS DUAL ARM OPERATOR PART # DESCRIPTION 01-106030 LTS DUAL ARM OPERATOR LH 0.446 ATTACHMENT ANCHORS: FRAME SILL ATTACHED WITH (2) #10x 5/8' PHILLIPS FH, SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED WITH (3) #8x 3/4' PHILLIPS FH, SS, SMS SCREWS. PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS. 0.0991 T f--1.094 � 1.094 10.50 © 0 Ti 11311.4,4A/AC 0.775 L SHAPE STUD BRACKET PART # DESCRIPTION OP -10226 L SHAPE STUD BRACKET LH OP -10227 L SHAPE STUD BRACKET RH OP5-10226 L SHAPE STUD BRACKET SNAP ON 11-1 OP5-10227 L SHAPE STUD BRACKET SNAP ON RH o ATTACHMENT ANCHORS: INSTALLED AS PER MANUFACTURER SPECIFFICATIONS. 0.750 I-1.663- 0.867 0 aw:w.uC�� APPLIED GASKET AROUND SLOT MULTIPOINT LOCKING HANDLE PART # 110-2301 DESCRIPTION LTS MULTIPOINT LOCKING HANDLE FRANK L. BENNARDO, P.E7N tl PPQM549 * ATTACHMENT ANCHORS: LOCK HANDLE ATTACHED WITH (2) #10-24 x" ;::33PHr PHILLIPS ZINC, B -POINT, MS SCREW. LOCK LOCK BAR AT ACHED WITH (2) #8x �" FH PHILLIPS, S+j''t`�ss LOCKPIN STRIKER ATTACHED WITH #10 x)(" FH, UNDERCUT PHILLIPS HEAD, B -POINT, S5 SCREWS. MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ATTACHMENT ANCHORS: 3) #10x 3/8" PHILLIPS PH, SS, SMS ATTACHED TO THE TOP OF THE VENT HEAD AND (5) #10 x W PHILLIPS PH, SS, SMS SCREWS •• ••• • • • • • •• • • •r • • • • • • • • • • .� • • ▪ "j01-1 • • ATTACHMENT ANCHORS: • • • • • FRAME SNUBBER RECEIVER ATTACHED WITH (2) #10x 5i" n LONG FH, PHILLIPS, UNDERCUT, B -POINT, SMS SCREWS. o FRAME SNUBBER DRIVER ATTACHED WITH (2) #10x 51,* 1 LONG FH, PHILLIPS, UNDERCUT, B -POINT, 5M5 SCREWS. 0 0 • •t• • • • • • ••• •• • • • -{41).435 I- • • • • • • • • • iin9-3% U%BER • ••• • • • • FL #16132.1 V0.4 4 0 5 7 11 CCPAUfJR ERGBSERIN G EXPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTION. COVER SHEET 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J 9 a 3(6" ANN. GLASS TYPES .090 SAFLEX OR .090 SAFLEX OR BUTACITE INTERLAYER BUTACITE INTERLAYER 3s ANN. W" ANN. Ya• ANN. SETTING BLOCK I��Ir1„ NSETTING BLOCK l TE 1IIIIrl _ m AT V POINTS AT Y. POINTS NOTE: GLASS COMPLIES WITH ASTM E1300-09 316" H.S. %t6" AIR SPACE Ye" TEMP. SETTING BLOCK el I� AT POINTS 0 D .090 SAFLEX OR BUTACITE INTERLAYER 36" H.S. MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 8 TM -358 CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION 6063-76 REFER TO DETAIL 19 2 TM -326 CASEMENT WINDOW FRAME 6063-T6 REFER TO DETAIL 19 /// 71.1-327 1/8" GLASS STOP FOR 9/16" GLASS 6063-T6 4 71.1-326 1/8" GLASS STOP FOR 1" INSULATED GLASS 6063-T6 32001 VINYL BULB - 0.175"/ TPE POLYPROPYLENE FOR 1" INS. GLASS ULTRAFAB �O Ab/ 0.8250 SASH CENTER WEATHER STRIP INSULATED GLASS GLAZING BEAD AMESBURY 12298 FRAME WEATHER STRIP 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY © 32011 VINYL BULB - 0.270"/ TYPE POLYPROPYLENE FOR 7/16" & 9/16" GLASS ULTRAFAB O- (2) #8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN ACRYLIC SCHNEE-MOREHEAD - SEAM SEALER 411) - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER g- OPTIONAL SURFACE APPLIED MUNT1NS 6063-T6 1 RAPID STRENGTH RG57700 STRUCTURAL SILICONE ELASTOMETRIC ADHESIVE MOMENTIVE PERFORMANCE MATERIALS 13 - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL Q- PRIMARY SEAL PIB • • • • • • • • • • • • I - SECONDARY SEAL SILICONE • • • • • • • • ei OP -10603G LTS DUAL ARM OPERATOR LH RADISSON I4I0TR1E5•: : : tFEIC TO letiL 19 • C) P0-2301 LTS MULTIPOINT LOCKING HANDLE RADISSDN•IIl4USTRIS• • • • • RERR TO%EVIL 2S • 316 MAGNUM HINGES 3000 SERIES, OFFSET 4 -BAR PROJECTION HINGE ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 21 1549-3 SNUBBER ADVANTAGE MANUFACTURING CORP. REFER TO DETAIL 22 • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • •••• • •••• • FL #16132.1 J — J 0 0 e o Z ti n ro z a av 0 2 2 0 LG r 5 a' a 3DR 8 110 01 GOPIRARD DIG EFAIIG EXPRESS 15-2372 SCALE: NTS 1 PAGE DESCRIPTIONL COVER SHEET l�J Oi 8 •••• ••••••• • • • •• •• •• • • •• • •• •• •••• •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •• 000 • • • 000 • • Update FL18102 for 2014 Florida B V."PrgeCtall5-28 3.010 -1.021 1.625 U' Ln O T Ic 32001 Qezd250 SASH FLANGE SASH CENTER 1 /. a J- 12298 FRAME 0 0 32011 SASH FLANGE NOTE: EXTRUSIONS NOT TO SCALE. EXPOSED SURFACES 28 O 2.438 0 0.077 0.391 • EXPOSED EXPOSED EXPOSED SURFACES SURFACES SURFACES • • • •• OSASH CORNER KEY (26 • • • • PER CORNER) • • • .060 ALUMINUM SHEEo• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • • • • • • • • • • • • • • • • ••• • FRAME CORNER KEY (1 PER CORNER) .060 ALUMINUM SHEET 0.1N OP4ANNARDO. P.E., * : Na. 4R1 Ag = ' re—- � , 2 a 404. 1 FL #16132.1 W VIRIGM DOWERING EIPRESS 15-2372 SCALE: Nib 1 PAVE DISCRIPIION: COVER SHEET LJ Of0 ••• • • • • •• • • • • •• ••• • • • • • • • ••• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • J 5 Update FL16132 for 2014 Florida SEAL SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL • --001, • • • • •• ••• •• • • • •• ••• • • • • • •• • ••• • • • • • • • • • • • • • • •• • • • ••• • ••• • SEAL FRANK L. BENNARDO, V.E. W FL #16132.1 SCALE: NTS PAGE DESCRIPTION: COVER SHEET 8 0 0 ••• • • • • ••• • • •• • • • • • c • • •• •••• •• •• • • • • •• • •• • • • •• • • • •••• •• • • •• •• •••• ••• • • • •• ••• •• 8/11/2015 Florida Department Business Profess' ria Regulation License efficiently. Regulate fairly. BCIS Home • Log In User Registration Product Approval USER: Public User Florida Building Code Online yp8Pertl'oME7 841110ely7 ,peep fiyisIoNS ,LCONTACTjpeeft Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL15920-R1 Revision 1 2014 Ic' Approved T M Windows LLC 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Frank Bennardo frank@engexp.com .. .•. • . . . . .• • • • • •• • • • .. .•. .. • • • •• • ..• . . . • . • •.• . • . • • • • • • . . . •• • . • . . • • • .. • • . • . . •.• . •..• . .•• • • .. . • • • • • • • • • • • •• •• •• haps://www.floridabui[ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsbl�d/o2i'a1TX5tiAV7amalEEX( 21xd:b%3d%3d • 1/3 8/11/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1✓ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank Bennardo Evaluation Report Florida License PE -0046549 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE ryValidation Checklist - Hardcopy Received Certificate of Independence FL15920 R1 COI IndeD.vdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 •• ••• • • • . • •. • • • • • • • • • • • • • • • • • • • • •• ••• .. • • • .. 04/28/2015 • • '• os'ia1/2015 ••• • • • • ••• • • ••• • ••• • •• 06/22/20•• 15 000 • • • • • • • •• • •• • • •• • • • Summary of Products • •• • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPIwHD3ktsaj13k21•a1TX5oiAVlfamZrlVX 21xCQ%3d%3d 2/3 8/11/2015 Florida Building Code Online l FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Window] Limits of Use _ Yes' HVHZ: Yes Installation Instructions FL15920 R1 II Dwg.pdf Approved for use in HVHZ: Approved"for"use outside Impact Resistant: Yes Design Pressure: +70/-70 Other: Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Yes Evaluation Reports FL15920 R1 AE Eval.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: lmps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param= •• ••• • • • • •• • • • cCteck 5ccuritvat t,LL Credit Car ...` i SA E • • • .• • • •• ••• •• • • • •. • ••• • ••• • • • • • • • • • • • • . • • • • • • • . • • • . • ••• • • • • • ••. • ••• • ••• • ••. • • • • • • • • • • • • . • • • • •• •• • w G EV XQw tDq sDd FY erP1 w H D3 ktsOj g%2fa ITX5A A • ••• • • • • • • •• • • • • • • • • • • •• •• VfamZMOFi 21xCQ%3d%3d 3/3 4/27/2015 ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT Application Number: EX Project Number: Product Manufacturer: Manufacturer Address: Product Name & Description: FL#15920.1-R1 15-2370 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant Scope of Evaluation: Thjs•Product Evaluation Report is being issued in accordance with the requirements of the Florida • DepattrAnt of 13usipess and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- . • 3.005, F.A.C., fe•statewide acceptance per Method 1(d). The product noted above has been tested anelp•naluateii as summarized herein to show compliance with the Florida Building Code Fifth Edition ▪ (2014) and is, fQr�e purpose intended, at least equivalent to that required by the Code. Re-evaluation of thigproduct shaVie rgquired following pertinent Fldrida Building Code modifications or revisions. • • • • • • • • • ••• SubstatWating;tata: • •• • • •• PRODWC I'. EVALUATION DOCUMENTS EX drarng #13-2,37Qtitled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express,.signed& sedled by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #0611.01-12 by American Test Lab of South Florida (ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Anchor Spacing 2. Maximum Allowable Size/Pressure Combinations 3. Architectural Shape Options 4. Glass Capacity 5. Anchor Capacity ti4L EMt \\\\� �''lIPtt1 i1i111��`� 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX:954-354-0443 WWW.ENGEXP.COM 11 ENGINEERING EXPRESS"4/27/2015 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMI) Page 2 of 2 No 33% increase in allowable stress has been used in the design of each product. The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA #13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed test reports, and is accounted for in the engineering design of this product. Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Earkproduct listed above shall be installed in strict compliance with its respective Product Evaluation • • Dc>t;urnertt (i.e. engineering drawing), along with all components noted therein. • ••• Eat�I•propuct cQmponent shall be of the material specified in that product's respective Product Evaluation •• Docyrnent (i.e. pp:jarring drawing). •• •• •• • • •: • timitaifons & a3vnditions of Use: •• • •••• • • Usaof each preduot.sliall be in strict accordance with its respective Product Evaluation Document (i.e. • • engineering dra+xivgi as noted herein. •• Allsttpporting hosI Tructures shall be designed to resist all superimposed loads and shall be of a material • list d ur:each product's respective anchor schedule. Host structure conditions which are not accounted for+1r ph product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM 8 8 n TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 587E CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 13-0129.27 AND E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING 15 NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS . • • • &NG EEA FOR QLL CT DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL • �AB CA 0 TE ER CTI 11; b CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, • jTA E C E FM DEVIATIONS OF THIS PLAN. • • • lf• fX PT S �1 SL SROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE • • • • • •166,, • •ALTER#TIONi, AfilD1 QJJS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. • ••• • 0•• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• .• ••.• • •••• • Q $ a 5e • IP: 1111 111... 1181 CCIIRXOIT DOWER= DM= 15-2370 SCALE" NTS 101 rAfe DESCRIPTION: COVER SHEET FL #15920.1 ' 8 J .•• • • • • • • • • • • • • • •• .• ••. • • • • ••• • • • • • • • ••• • • • • . • • . • • • • •• •• • ••• • • POSSIBLE ARCHITECTURAL SHAPES.• NO SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT TRIANGLE HALF -CIRCLE HALF ELLIPTICAL QUARTER CIRCLE TRAPEZOID FULL CIRCLE EYEBROW ARCH GOTHIC PENTAGON OCTAGON EXTENDED FULL ELLIPSE HALF ARCH ELIPTICAL EQUAL LEG TRIANGLE FAN HALF FAN ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/8 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO t 70 Psf. MAX. OVAL •• ••• • • • ••• • •• • • •�- • • ••• •• • •1 . • •• ••• •• • • • •• • ••• • • • ••• • • • • • • • • • • • ' • • • •• •• • •H •TEOG • •• • •• • • ••• • ••• • ••• • JOINT WELD POINTS TYP. (MAY VARY) SURFACE APPLIED FALSE MUNTINS OPTIONAL d 12" MAX. FOR ANCHORS TYPE A & C OR 6" MAX. FOR ANCHORS TYPE B 2' - 3" MAX FROM ANY JOINT OR CORNER Li D.L.O. FRAME WIDTH 1 TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4" D.L.O. LENGTH = WINDOW LENGTH -4" X J J e N J � atL O fa a .e 3 Daq azEb Z�m� m azo O' 'D S inOn Q 2 Z ao H ■ ati FL #15920.1 101, , . tr caPrw•rt LNJCEBINo FAAFa 15-2370 suu� NTS 101 PACE D[CC■IPTIONs COVER SHEET NOTE: }— Y —� X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXISTING HOST STRUCTURE EDGE DI OPTIONAL SURFACE APPLIED MUNTINS METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. EDGE DIST WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION 6" = VERT SECT 1/4' MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST 2BY WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL ANCHORS: CHARTS ANCHOR FOR SPACING & QUANTITY TYPE'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) THRU 1BY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4' MIN. EMBED INTO CONCRETE OR GROUT FILLED TYPE 'B' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN, PENETRATION INTO WOOD TYPE 'C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy=90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: ie" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •• ••• • • • • •TYpICIILGI ANCA • • • 1•110 CQNCCET G UTF1LLED BLOCK= 2-1/2" MIN. • • • • IN11D V40001R 9.1" MIN. • • • IN113 META•ST3UC) JRE = 244" MIN. •• ••• •• • • • •• • ••• • ••• • • • • • •• • • • •• • • • • ••• •• • •• ••• •••••• • •' • • • FL #15920.1 15-2370 SCALE. NTS ) 01 PAGE DESCRIPTION, COVER SFEET ••• • • • • ••• • • • • • • • • • • • • ••. • •• • •. • • • • • • • • • • • • • 000 • • • 000 . 1 1 S 8 n a METAL STRUCTURES (STEEL OR ALUM. 1/8' MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/9 FOR SPACING -FRAME WIDTH 1BY OR 2BY 1/4" MAX SHIM WOOD BUCK r ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING X NOTE: 1 Y 1 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63° AND FRAME WIDTH OF 53%" HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 53%" AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE C ) FOR EXAMPLE VALUE IN SCHEDULE "A." INTERIOR 1/4" MAX SHIM j4 BED 10 OR 2x WOOD BUCK (OPTIONAL) 2 TYPICAL SECTION 4 6.=1•-0.. i EXTERIOR 0 D.L.O. O .. FRAME WIDTH HORIZ SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING ISTING HOST STRUCTURE SCHEDULE IIA" FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO l70 P61 (SEE PAGE 2) DESIGN LOAD CAPACITY (ASD METHOD) FRAME DIMENSION (X) FRAME DIMENSION (19 GLASS TYPE 111 GLASS TYPE M2 GLASS TYPE 143 GLASS TYPE M4 GLASS TYPE 145 GLASS TYPE M8 GLASS TYPE IG1 GLASS TYPE 1G2 (4) P.S.F (-) P.S.F. (4) P.S.F (-) P.S.F.(+) P.S.F. (-) P.S.F1(+) P.S.F (-) P.S.F. (4) P.S.F (-) P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F (.) P.S.F. (4) P.S.F. (-) P.SF. 28" 261/7 70 70 70 70 80 80 80 80 - 80 80 80 130 70 70 80 80 37• 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 53 118" 70 70 70 70 80 , 80 10 80 80 80 60 130 70 70 80 80 74" 70 70 70 70 80 1 80 80 80 80 80 80 130 70 70 80 80 106 1/4" - - - - - 80 80 80 80 80 130 - - - - 1111/4" - - - - - - 80 BO BO 80 80 130 - - - - 383/8• 26 117 70 70 70 70 80 80 80 80 60 80 80 130 70 70 80 80 3T 70 70 70 70 80 80 80 80 BO 80 80 130 70 70 BO 80 53118" - - 70 70 80 80 80 80 80 80 80 130 - - 80 80 74' - - 70 70 80 80 BO 80 80 80 80 130 - - 80 80 106 1/C - - - - - - 80 80 80 80 80 130 - - - - 111114• - - _ _ - _ 80 BO BO 80 80 130 - - - - s05/8• 26 VT 70 70 70 70 80 80 80 80 80 80 60 130 70 70 50 80 37. 70 70 70 70 80 80 BO 80 80 80 130 130 70 70 80 80 53 1/8" •- - - - 80 80 BO 80 - -- 74- - - - - - - B0 80 80 80 - - - - - - 1061M - - - - - - B0 80 80 80 - - - - - - 1111/4' - - - - - - 80 80 80 80 _ - i 63' ______ _ 26 1f1 70 70 70 70 80 80 80 BO 80 80 BO 190 70 70 80 80 37• 70 70 70 70 80 BO 60 80 80 80 80 130 70 70 80 80 531/8" - - - - - - (80 oo) 80 80 - - - - - - 74• - - - - - 70 70 70 70 - - - - - - 106 1/4• - - - - - - 70 70 70 70 - - - - - _1111/4"_ 44. .4- .. - - - - 70 70 70 70 - - - - - - 26 VT _70 70 J 70 70 80 80 • del, 80 •10• BO• QO 0 80 80 .. 80 80 • •80 •� •70 ...oil--; •-••- •�_ 80 130 70 70 BO BO -..-3T—" 70 -70 -- 70 70 880 14 _ •- VII 70 70 - BO BO - 741M 531/8" - - - - - • - •- BO• 6-__•___00. .'• •• 0• • • 7d' • 1061/4• _ - - - • r•• __11_0. ••• -• -- - - - - - 1111/4" - - - - - •• - 771/4 28 1/2" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 BO 37. 70 70 70 70 BO 80 80 80 80 80 80 130 70 70 80 80 53118" - - - - - 80 80 BO 80 - 74" - - - - - 1_J.s B 70 70 _•_* 70 • 70 - - - - - - 1061/4" - - - - • - • 1 . . • - • - • . • • 1 -- • • • • • • • • • • • • • ••• • ••• • • • ••• • FL #15920.1 FM101 L.9En1,1Y,'RDO, P.E., Ed/A, BM994Y ,4A 5 C COPYRIGHT D6OFHiNO DPRE89 15-2370 SC11LE1 NTS 101 PAGE DESCRIPTION, COVER SHEET 0. • • • • • • • • • • • • • •• • •• •• •• • •• • • ••.•• • •• • • • • • . • • ::• .• • • • •• .• •• FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO *70 Pol (SEE PAGE 2) • - ENGIN . IIVG ` ` ' ar `-'I r EXPR ,� v, • NS 160 SW 12th AVE/A 0 y �i'T DEERFIELD BEACH rr 9$4 �j• ^ :T77 %1:; (954) 354-0660 FAX: � , Z WWWNGE.EOF TH .* �. A FRANK L BENNARDO, P.E., INGGya ��.` •I m DESIGN LOAD CAPACITY (ASO METHOD) SCHEDULE "B" FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO 370 P31(SEE PAGE 2) FRAME FRAME GLASS TYPE 341 GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE 344 GLASS TYPE M5 GLASS TYPE M6 GLASS TYPE IGI GLASS TYPEIG2 1� DM (X) DIM (Y) (3) P.SF (-) P.S.F.(•) P.S.F. (-) P.S.F 4•) P.S.F (-) P.S.F. (*)P.SF (-) P.S.F. (*)P.S.F (-) P.SF.(*1 P.S.F (-) P.S.F.(•) P.S F (-) P.S.F.(•) P.S.F (-) P.S.F. DESIGN LOAD CAPACITY (ASD METHOD) 24" 70 70 70 70 80 80 80 80 BO 80 80 130 70 70 80 80 FRAME FRAME GLASS TYPE Ml GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE M5 GLASS TYPE M6 GLASS TYPE IG1 GLASS TYPE IG2 30" 70 70 70 70 80 80 80 80 80 80 BO 130 70 70 80 80 DIM (X) DIM (Y) (+) P.S.F (-)P-SFA9P.S.F.(-)P.S.F.(*) PS.F (•)P.S.F.(*) P.SF (-) P.S.F. (4) P.S.F (-)P.S.F.(*)P.S.F (-)P.S.P.(*)P.SF (-) P.SF.(*)P.SF (-)P.S.F. 36" 70 70 70 70 80 80 80 B0 80 80 80 130 70 70 03 80 • 70 80 80 BO 80 80 80 80 130 70 70 80 80 47 - - 70 70 80 80 80 80 88 80 80 130 - - 80 80 3 • 24" 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 80 48" - - 70 70 80 80•- 80 80 80 80 80 130 - - 80 80 3 .0 30' 70 70 70 70 80 80 80 80 130 70 70 80 80 97 `'r - - - - - - 80 80 BO SO - 11, 36' 70 70 70 70 80 80 B0 80 130 70 70 80 BO 87 - - - - - - 00 BO 80 80 - - g ';II 42" 70 70 70 70 80 80 80 80 80 80 BO BD BET- - - - - - 70 70 70 70 - - - - - - 36' 48" 70 70 70 70 80 50 80 80 80 80 80 130 70 70 80 72'- - - - - - 70 70 70 70 - - - - - - 54" 70 70 70 70 80 80 BO a0 80 80 80 80 130 130 70 70 70 70 Bo 80 80 74" - - - - - - 70 70 70 70 - - - - - 00" 70 70 70 70 BO 80 BO 80 80 80 80 24" - - 70 70 BO 80 80 80 80 BO 80 130 - - 80 80 08" 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 30"- - 70 70 80 80 BO 80 80 80 80 130 - - BO 80 77 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 00 38' - - 70 70 00 BO B0 80 80 00 BO 130 - - 00 80 74" 70 70 70 70 BO BO 80 80 80 80 80 130 70 70 80 Bo 47 - 70 70 80 80 BO 80 80 80 80 130 - - BO 80 24•• 70 70 70 70 B0 80 BO 80 a0 SO 80 130 70 70 BO 80 SB" 48" - _ 70 70 BO 80 80 80 80 BO 80 130 - - 80 80 30• 70 70 70 70 BO 80 BO 80 80 80 80 130 70 70 " BO B0 SP - - - - - - BO 80 80 80 - - - - - 36" 70 70 70 70 00 SO BO 80 80 60 80 130 70 70 60 00 80• - - - _ - - 80 80 80 80 - - - - • - 4Y - - 70 70 00 B0 B0 80 80 80 80 130 - - 50 80 Br _ _ - - - 70 70 70 70 - - - - - - 48" - - 70 70 B0 80 80 60 SO 80 80 130 - - BO 80 72" _ _ - 70 70 70 70 - - - - - 48' 54" -• 70 70 80 80 80 80 00 80 80 130 - - BO BO 74" - - - - - - 70 70 70 7o - - - - 60" - - 70 70 00 80 00 80 80 80 80 130 - - 130 BO 24" - - - - - 00 80 80 80 80 130 - - - - 06" - - 70 70 B0 BO 00 80 80 80 80 130 -• 80 SO 30" - - - - - - 80 80 80 80 80 130 - - •- TM WINDOW AND DOOR, LLC 601 NW 12TH AVE. POMPANO BEACH, FL (954) 781-4430 3' PICTURE WINDOW TEST PROTOCOL - LARGE MISSILE IMPACT FBC STH EDITION (2014) PRODUCT APPROVAL FL! 15920.1 77 - - 70 70 130 80 B0 80 80 80 80 130 - - 80 B0 36" - - - -•- 60 80 BO 80 80 130 - - •- 70 70 80 00 80 80 80 80 80 130 - - BO B0 47 - - - - - - BO 00 80 BO 80 130 - - - 74" - 70 70 80 80 80 80 BO 80 80 130 70 70 BO B0 48" - - - - - - 60 80 80 00 80 130 - - - - 24" 70 70 70 70 B0 80 B0 80 80 80 80 130 70 70 BO 130 107 54" - - - - - - BO 00 80 BO - - - - 30" 70 70 70 70 80 80 80 130 70 70 00 B0 B7 _ - - - - 00 00 BO BO 38" 70 70 80 BO SO 80 BO 80 66' - - - - - - 70 70 70 70 - - - - - 47 - • 70 7D 80 80 80 80 80 BO 80 130 - - 00 72" - - - - - - 70 70 70 70 - - - - - - 40" - - 70 70 80 80 80 80 00 00 80 130 - - 80 74• - - _ - _ 70 70 70 70 - _ _ 54" _ _ 124" - _ _ _ 80 00 60 00 _ - - - _ BO 80 80 80 80 130 60" _ - - _ - 80 80 80 BO - _ - _ _ 3, _ _ - _ _ - 00 80 80 80 80 130 - 76- - - - - - 80 80 80 80 _ _ - - _ - 30• - - - - - _ 00 80 80 60 80 130 - - - - 7Y _ _ - _ _ _ 80 BO BO 80 _ _ - _ _ 42" - _ _ - - - 80 80 80 80 80 130 - - - - 74- - _ - _ _ _ 80 B0 80 80 _ - _ _ -48" - - _ - - 00 80 80 W 80 130 24" 70 70 70 70 80 BO 80 80 80 80 80 130 70 70 00 80 127 , - - - - BO BO 80 80 - - - - - 37 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 WY - _ - - - - - 00 80 00 BO _ - - _ - 36" 70 70 70 70 80 60 80 80 SO BO 80 130 70 70 80 80 87 - -_ - - - 70 70 70 70 - - - - - - 70 70 80 80 80 00 00 80 80 130 - - 80 80 72" _ _ _ _ 70 70 70 70 - - - - - 48". - - 70 70 80 BO 80 80 00 80 80 130 - - 80 80 74" - _ - - - - 70 70 70 70 - - 71" 54", _ _ _ _ _ _ 80 00 80 80 _ - _ _ _ 24. - _ - - _ 70 70 70 70 - - - 80 80 80 80 _ - - - - - 30" - - - - - - 70 70 70 70 _ - - - - - 68" _ _ _ - _ _ 70 70 70 70 - _ _ _ _ - 36" - - - - - - 70 70 70 70 - 77 _ _ _ - - - 70 70 70 70 - - - - - 47 - - - - - 70 70 70 70 74- - _ _ _ _ 70 70 70 70 - - - - - 46" - - - - - - 70 7o 70 70 70 70 BO 80 BO 80 80 80 B0 130 70 70 80 80 122" 54" - - - - - - 70 70 70 70 _ _ - - - 24" 70 70 70 70 50 80 50 80 80 BO 130 70 70 80 80 87 - - - - - - 70 70 70 70 30" 70 70 80 BO 80 80 80 B0 130 70 70 BO 80 68" - - - - - - 70 70 70 70 36' 70 70 70 70 80 80 B0 77 - - - - - - 70 70 70 70 - - - - - 42" - - 70 70 B0 80 BO 80 80 80 130 - - 80 80 B0 80 74' - - - - - - 70 70 70 70 - - - - - 77Y 40" - - 70 70 BO 80 80 80 80 80 80 130 - - 70 70 70 70 - - - - II I L [2 -,W. MARKS �BDATE REV(FBCE14) RWN CSL 04/10/15 0 aT!�6 -80 5 ' q4 yy� 81 [ 6 y i3 54" _ 80 80 80 BO 36- _ _ _ _ _ _ 70 70 70 70 _ _ _ _ 60" - _ _ _ _ _ BO 80 80 80 _ _ - _ _ - 42" - _ - - _ - 70 70 70 70 - 47 70 70 70 70 _ 72" _ _ _ _ - _ 70 70 70 70 - - - - - - 128• 84. - _ - - 70 70 - - - - - - - - 70 70 70 70 _ - _ _ _ _ 80' - - - - - - - - 70 70 - - - - - - 24" 70 70 70 70 80 80 80 80 BO 80 80 130 70 70 80 BO 7B" - - - - 70 70 - - - - - - 37 70 70 70 70 B0 80 80 80 SO 80 80 130 70 70 80 80 7 - - - - - - - - - - 36' 70 70 70 70 BO 80 80 B0 80 80 80 130 70 70 BO 60 7/' - _ - _ _ _ - - - - - - - - - - 42" - - 70 70 00 SO B0 80 80 80 80 130 - - 80 80 90. - - - _ _ _ 70 70 70 70 _ - - - - - 48" - 70 70 BO BO BO 80 80 BO BO 130 -• 80 B0 36" - - - 70 70 70 70 - _ - - - - B4' 54' - _ _ _ _ - BO 80 80 80 - _ _ _ _ _ 47 _ • • -0-45 • 0 • -48_ i.70 • 70 70 _ - - - _ _ 87 _ _ - - _•80 80 BO 80 _ _ _ _ _ _ 48' * • 8 •• ••- • • • ' • •%0 70 _ _ _ - _ - 88' - - - _ - 70 70 70 70 _ _ _ _ _ 138' 54"— - • • • •- • • • - •� 10 70 72" - _ - - 70 70 70 70 - _ - _ _ B7 - - • • !•• • - - _ - - 70 70 70 70 - - _ _ • r • : -• • •• 77 _ •--M— •• • • • '—•' • 4 - _ _ COPBOGHf F1101E981G 170RkS9 15-2370 37 - - - - - - 70 70 70 70 - - - - - 38- _ - - _ - - 70 70 - - - - BALM MS I OS 47- t • • a t• - - 70 70 - - - - moo OBSCRIPTIONI 48" - Sl • ' -i • • 'y 7O COVER SHEET 144 54. • • _ - - - B7 - • - •- •- •• - _• ••-• - - - - - - - OF / .• 72'• • • •- • - - • • • i • _ • •• _ • _ • - - - _ - 74" - - - - . 0.0 • - - - - FL #15920.1 •••• ••••••• • • • •• •• •• • . • • • • • ••. • • •• • • • ••••••• •• ••.• • ••• • •• .• .090 BUTACITE PVB INTERLAYER 3'e" ANN. 3'e" ANN SEALANT 3e" DEPTH MIN. (TYP.) SETTING BLOCK AT 1/i POINTS 1/i" H.S. SEALANT 3e" DEPTH MIN. (TYP.) SETTING BLOCK AT 3'i POINTS GLASS TYPES .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER .090 SGP INTERLAYER INTERLAYER 3/s' ANN. 33(6" ANN SEALANT 38" DEPTH MIN. (TYP.) .090 SGP INTERLAYER Y." H.S. o (6 nPg L7 c° • 0 , �i T�'� SETTING BLOCK AT 34 POINTS :N5,ng L7m SEALANT Si' DEPTH MIN. (TYP.) .090 SGP INTERLAYER 3'i TEMP 34" TEMP SEALANT Si" DEPTH MIN. (TYP.) SETTING BLOCK AT Y. POINTS 3'i H.S. 1/i H.S. SETTING BLOCK AT 1/i POINTS .090 BUTACITE PVB INTERLAYER (4" ANN. SEALANT 3'e" DEPTH MIN. (TYP.) SETTING BLOCK AT Y. POINTS (4" ANN. 34 AIR SPACE 3" ANN. MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS ON3001 0.063" SILL/JAMB/HEADER EXTRUSION 6063-16 OTM -326 1/8" GLASS STOP FOR 1" GLASS 6063-T6 OTM -327 1/8" GLASS STOP FOR 9/16" GLASS 6063-16 ® - 0.050" SNAP COVER 6063-T6 O- 0.370" HIGH D VINYLS BULB AND 0.187" T -SLOT TPE POLYPROPYLENE FOR 3/16" GLASS ULTRAFAB © 32001 VINYL BULB - 0.175"/ INSULATED GLASS GLAZING BEAD AMESBURY O32011 VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY ® - (2) /8 X 1 SMS SCREWS AT EACH FRAME CORNER SAE GR 2 MIN FOR RECTANGULAR WINDOW SHAPES ONLY O- SEAM SEALER ACRYLIC SCHNEE-MOREHEAD CO - - - • • • 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER • • Q- OPTIONAL SURFACE APPLIED MUNTINS 6063-16 • I(t., - RAPID STRENGTH RGS7700 STRUCTURAL SIUCONE ELASTOMETRIC ADHESIVE BY MOMENTIVE PERFORMANCE MATERIALS e - ALUMINUM "U" CHANNEL 2" LONG AT EVERY ANCHOR LOCATION (TTP.) 5052 H32 ALUMINUM ® - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL • • • • CO- 7/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL• "• • - PRIMARY SEAL P18 • • 1 SECONDARY SEAL SIUCONE 316" H.S. 3'i6" H.S. SEALANT 3'e" DEPTH MIN. (TYP.) SETTING BLOCK AT Y. POINTS .090 BUTACITE PVB INTERLAYER 3(6" H.S. ?'is H.S. %6' AIR SPACE 34 H.S. SEALANT 3'e" DEPTH MIN. (TYP.) AT Y. POINTS 141 -.111 SETTING BLOCK ••• * , r '�OfyLY PP 8 D 0 LA•CL•MISSILE IMPACT • • • • • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • COP(KKiRD16RIRDING EMU 15-2370 SCALEI NTS (01 past DRCRIPYXON: COVER SHEET FL #15920.1 J • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •—• • •• •• ••• 3 8 1 0 O 1.269 3.033 0NOTE: 1A PART a14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.187' O Ln N �• O • 0.02 -1- EXPOSED SURFACES EXPOSED SURFACES 0.270 0 - 0- .080 0.080 .184 0.18 .129 0.080 0.031 0.202 1.139 0.050 1.000 0.050 0 0 •• •.• • • 0.125 1• .• • • ••• • • NOTE:• • EXTRUSIONS NOT o.O SCALE.. • • • •• 0.570 7- 0 0 0.813 .• . . • •. 14 0.090 • ••• • • • • • • • • • • • . • • • • • • • • • • . •• • .•• ••. • FL #15920.1 15-2370 SCALE: NTS 101 PAGE DESCRIPTION. COVER SHEET 8 ••• • • • IP ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • •• •• • ••• • FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP.). SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALLIOINTS TO ENSURE A PROPER SEAL • •.. . • • • •• • • • •• • • • • • •• • • • ••• • ••• • tRATA4l:'EEf4k ROO, P.E. A FL #15920.1 #8x 1" GRADE 2 SMS (FOR 90° CORNERS ONLY) LQ 0(1 ZX WW —J 0 0 Q LL zFmI, < ^ O P O 2 0 z_ 5 5 Y3 EGRESS 15-2370 SCALE: NTS 101 PAGE OISCRIPRONl COVER SHEET 0 O 8 J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• •• • • • •• •• •• • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 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 RER 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. RER 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: Extruded Aluminum Tube_Mullion _ L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy PPROVAL DOCUMENT: Drawing No. M04-04, titled "Ahuninum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, 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. I MISSILE IMPACT WANING: Large and Small Missile Impact Resistant 1 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 ;ao.ed herein. •RENUWAI• oT tilts NOA shall be considered after a renewal application has been filed and there has been no change i .the applicable building code negatively affecting the performance of this product. TLRMINA Ittgrof this NOA will occur after the expiration date or if there has been a revision or change :nitlig.materiialtj se, and/or manufacture of the product or process. Misuse of this NOA as an endorsement gf.any.producd,t.fgr sales, advertising or any other purposes shall automatically terminate this NOA. Failure ie cc ply w1tlhare 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 rollowed by'fhe & piration date may be displayed in advertising literature. If any portion of the NOA is displayed, tl n ret shall be done in its entirety. .INS + CTION: 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# 12-0308.37 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. MIAMI•DADE COUNTY APPROVED 1 NOA No. 14-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 1 Page 1 • ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D—A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side—Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with"FBC 51 Edition (2014), • • • • • • • prepared by Al-Farooq Corporation, signed and sealed by Javad• • Ahmad, P.E. • • •6uilm /tied partially under NOA# 09-0825.03) • •• .� • D. • QUAt1FYASSURANCE • •• 1. . •ltgiatni-Dade Department of Regulatory and Economic Resources (RER) •.•• • • • • E. • • .iVIA'POYAL CERTIFICATIONS • • • 1. • •➢bcbme. • .• . • . ... •. .. •. . . •••. . • . E-1 tiIanuetP rez,1'.E. Product Control T1xaminer NOA No-. -1'4-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - Sth Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308,37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. .. •. • • • ... . . • • . . •• • • • . . . • ▪ • • • . . •. .• .• • • • • • • ••• •• .•... • • . • ▪ . • •• • ••.. • .. • .• • • ... •.. • . . • .••• • • • • E-2 Manuel Pete:71'1E. —' Product Control Examiner NOA No. 14417i1.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014' .MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ! AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED I IMPACT AND NON—IMPACT RESISTANT PRODUCTS. —J RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES. THIS PROOUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HV140). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE A5 USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 9 DETERMINE DESIGN LOAD REWIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. I.II I III 1111 wig j� tr— __ TYPICAL I'J T1I^ —T—GLAZING PRODUCT EL r r I��I i illti•�jl 4.000 5.000 l 6.000 11 1.000 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY - 6063—T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • • • • •• • •• ••• • • . • • •• • • •• ••• •• • • • •• • ••• • • • . • • • • • • • • •• • ••• • ••• Eng.: JAVA() ANNA) CML FLA. PE /.70592 • • • C.AN. 3558. • ?014: • • / •is `,;• • •/! j • • • • • 4.000 PRODUCT REVISED as complyingnwith the Flotida Huildig Codn Acceptance No *Expiration Dale • •By .g9i. { Dude Pr - :'T "nnhfie L_J 19 ZI 0I J! J ' J; 48 4Jm • LO m1 w I aco n >D� i !! IZS -j <I L_JL r � 231 1.4511 drawing no. M04-04 Lsheel 1 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000 125 1.000 • 2 000 125 �^- ZOoU 25O 11 61 l y I .323 f -1 1.000 r ___1.f �{ Y.000 j� �.is-33e I 2.000--- .125 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264-8100 FAX (305)26:26978 MUL�JON\M0� 3.000 .125 4.000 -- .125 5.000 -- --.125 6.000 -.125 6.000 3.000 -.125 125 4.000 .125 .338 323 } Ix = 1.466 IN\4 Sx = .977 IN\3 1 X 3 CUSTOM MULLION f Ix = 2.975 IN\4 Sx = 1.487 INV 1 X 4 CUSTOM MULLION Ix = .950 w\4 Sx = .634 IN\3 1 X 3 STD. MULLION Ix = 2.037 1'\4 Sx = 1.018 N\3 1 X 4 STD. MULLION 6063-76 6063-T6 I-4000-11.125 6063-T6 6063-16 C--`` ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 .1 TEL. (305) 624-7775 FAX. (305) 624-7777 Ix = 5.204 IN\4 Sx = 2.082 IN\3 2 X 5 STD. MULLION Ix = 8.276 IN\4 Sx = 2.758 IN\3 2 X 6 STD. MULLION x - 15.203 IN\4 Sx = 5.068 170,3- 2 X 6 HEAVY MULLION 2.000--y 3.000 -= _1.125 --.125 4.000 -- =-.125 6063-16 6063-06 6063-06 - .720 - ' -1.690 1 .156 TIT.- 0 �-^ \` - 2.000 .125-- L_ ^ - 2.750 -1.405.-- 1.405.--- 3.250 _ lx= Ix= 1.467 IN\4 Sx = .978 IN\3 2 X 3 STD. MULLION Ix = 2.976 w\4 Sx = 1.488 w\3 2 X 4 STD. MULLION •e3Crnp Ion NO CHNlGE THIS SHEET -. UPCATED FOR 2007 IBC_ REV. PER BCCO COMMENTS 1 b 3.750 NOTCH OPTIONAL �L. \ Ed = MIN. EDGE 01ST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DN. ANCHORS MULLION CLIP `// \S' • • 1/2. Ed • • • • • • • 4.500 NOTCH OPTIONAL / 1 TYP. Ed = MIN. EDGE DIST. 4411401111. 1/ "FOR I/4" DIA. ANCHORS 5/ " FOH•5`16•DOIA,AANcti Ed. • 61ULLION CLIP 6063-76 6063-T6 2.000 125 Ed - MIN. EDGE DIST. 1/2' FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. 1--2.000--1 ANCHORS ANGLE CLIP Ed. 6063-T6 • • • • , • • • • • • !Dv-T6 C- -1( 31 m i o .. I 9: `� hi h i (-)" lg 3 3 I. I - ' -1 .i1,- • • • • • • • • • • • • • • • • • • ' Eng,: JAVAO AMMO CMI. FLA. PE 70592 • • • CAN. 3538' • • PRODUCT REVISE() acomplying mplying with Lha Flofid• Building Code g Acceptance NO OA •• • • • • • •• Mc Ration Date '"/j:1 (" , / •3141..• • • • •• • •• • • • • • • • • 21.104 • • • • ';'�• • • Ir/41• • •' / , •2 Sy 4�Lsni Pr.. ICSIISW-j drawing no. M04-04 6063-TS - ,sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • 0•• • • U 3� w I1*� �• �a )'II .DESIGN. LOAD CAPACITY - PSF (TUBE MULLIONS) • '. DESIGN LOAD CAPACITY ,- PSE (TUBE MULLIONS) '-DESIGN LOAD.CAPACITY- PSF (TUBE MULLIONS) . WINDOW DIMS. 1 X 3 CUSTOM ------ 1 X 4 CUSTOM ----- - - 81111003 DIMS. 1 X 3 CUSTOM 1 X 4 CUSTOM • WINDOW 1 X 3 CUSTOM 1 X 4 CUSTOM4Y 01 016 (w) MULL. SPAN 1 X 3 ' STD. 1 X 4 STD.. 2 X 3 STD. 2 X 4 STD. - 2X 5. STD.- 2X6 . STD. 2X6 -HEAVY WIDTH .(8) MULL. SPAN IX3 - STD. I.X 4. STD. 2 X 3 STD. 2 X 4 .STD. 2 X 5 STD. 2'X6 STD. 2 X 6 HEAVY 191074 (W) DIMS. MULL .SPAN 1 X 3 STD. 1 X 4. . STD. 2 X 3 STD. 2X4 . STD. 2 X 5 STD. 2 X 6 . STD. 2 X 8 HEAVY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264-8100 FAX. (305) 2626978 j :o :m to Ij ,f I 19-1/8" 150.0 150.0 150.0 ' 150.0 150.0 150.0 150.0 19-1/8" - 74.6 140.9 115.5 150.0 150.0 150.0 150.0 19-1/8' - ' 37.9 27.3 55.3 96.7 146.1 150.0 26-1/2" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 53.8 101.7' 83.1 148.6 150.0 150.0 150.0 26-1/2" - 27.3 - 39.9 69.8 105.5 150.0 30" 150.0 150.0 150.0 150.0 150.0 150.0 " 150.0 30" 47.5 -89.8 73.4' 131.3 150.0 150.0 150.0 30" - 24.1 - ' 35.3 .61.7 93.2 150.0 37' 150.0 ' 150.0 150.0 150.0 150.0 150.0 150.0 37" 38.5 /2.8 59.5 106.4 ' 148.9 . 150.0 150.0 37" - - • - 28.6 50.0 75.5 138.8 42" 149.6 150.0 150.0 150.0 150.0 150.0. .150.0 42' 33.9 64.2 52.4 93.8 131.2 150.0 150.0 42" - - - 25.2 44.1 66.5 122.3 48" 38-3/8" 130.9 150.0 150.0 150.0 150.0 150.0 150.0 ' 48" 74-1/4" 29.7 56.1. 45.9 82.1 114.8 150.0 150.0 48" 120" - - - 22.0 38.5 58.2 107.0 54' 116.3 150.0 150.0 150.0 150.0' 150.0 150.0 54' •26.4 49.9 40.8 72.9 102.1 135.2 150.0 54" - - - - 34.3 51.8 95.1 60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60' 23.8 44.9 36.7 65:6 91.8 121.7 • 150.0 60" - - - - 30.8 46.6 85.6 66" 95.2 150.0 146.8 150.0 150.0. 150.0 150.0 66" 21.6 40.8 33.4 59.7 83.5 110.6 150.0 66" - - - - - 28.0 42.3 77.8 72" 87.3 140.1 134.6 150.0 150.0 150.0 150.0 72" - 37.4 30.6 54.7 76.5 • 101.4 150.0. 72" - - - - 25.7 38.8 71.3 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 28.5 203 41.6 72.7. 115.6 150.0 26-1/2" 136.2 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" 37.2 79.4 57.4 116.1 150.0 150.0 150.0 26-1/2" - 20.5 - 30.0 52.5 83.4 150.0 30" 120.3. 150.0 150.0 150.0 150.0 150.0 150.0 30" 32.8 70.2 50.7 102.6 143.5 150.0 150.0 30" - - - 26.5 46.3 73.7 135.4 37' 97.6 150.0 150.0 150.0 150.0 150.0 150.0 37" 26.6 56.9 41.1 83.2 116.4 150.0 150.0 37' - - - 21.5 37.6 59.7 109.8 42" 85.9 138.0 132.6 .150.0 150.0 150.0 150.0 42' . 23.4 .50.1 36.2 73.3 102.5 135.8 150.0 42" - - - - 33.1 52-6 96.7 E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 II MIAMI, FL. 33166 �,. TEL (305) 624-7775 FAX. (305) 624-7777 48" 50-5/8" 75.2 120.8 116.0 150.0 150.0 150.0 150.0 ' . 48" 84" 20.5 43.9 31.7 64.1 89.7 118.8 150.0 48" 132" - - - - 29-0 46.1 84.6 54' 66.8 107.3 103.1 - 150.0 150.0 150.0 150.0 54" - 39.0 - 28.2 57.0 79.7 1.05.6. 150.0 54" - - - - 25.7 40.9 75.2 60" 60.2 96.6 92.8 141.2 150.0 150.0 150.0. 60". - 35.1 25.3 51.3 71.8 95.1 150.0 60" - - - - 23.2 36.8 67.7 66" 54:7 .. 87.8 84.4 128.4 150.0 150.0 150.0 66" - 31.9 23.0 46.6 65.2 86.4 . 150.0 66' - - - - 21.1 33.5 61.5 72' . 50.1 ' 80.5 77.3 117.7 150.0 150.0 150.0 . 72" - 29.2 21.1 42.7 59.8 79.2 145.6 72" - - - - - 30.7 56.4 19-1/8"' 143.8 150.0 150.0 150.0. 150.0 150.0 150.0 19-1/8" 34.5 74.0 53.3 108.1 150.0 150-0 150.0 19-1/8" - 21.9 .- 32.0 ' 56.0 89-0 150.0 26-1/2' 103.8 150.0 150.0 ,150.0 150.0 150.0 150.0 26-1/2" 24.9 53.4. 38.4 78.0 124.4 150-0 150-0 26-1/2" - - .- 23.1 40.4 64-3 118.0 30" 91.7 147.2 141.4 150.0 150.0 150.0 150.0 30" 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - 20.4 35.7 56.8 104.3 37" 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 37' - 38.2 27.5 55.9 89.1 118.0 150.0 37' - - - - 28.9 46.0 84.5 42" 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42" - 33.7 24.3 49.2 78.5 104.0 150.0 42"- - - - 25.5 40.5 74.5 48" 58" 57.3 92.0 . 88.4 134.5 150.0 150.0 150.0 .48" 96" - 29.5 21.2 43.1 68.7 91.0 150-0 48" 144' _ -. - - - 22.3 35.5 65.2 54" 50.9 81.8 78.6 119.5 150.0 150.0 150.0 54" - . 26.2 - 38.3 61.0 80.9 148.6 54" - - - - - 31.5 57.9 60" 45.8 73.6 70.7 107.6 150.0 150.0 150.0 60' - 23.6 - 34.4 54.9 72.8 133.7 60" - - - -• - 28.4 52.1 66' 41-7 66.9 64.3 97.8 136.8 150.0 150.0 66" - 21.4 - 31.3 49.9 66.2 121.6 66" - - - - - 25.8 47.4 72" 38.2 61.3 58.9 89.6 125.4 150.0 150.0 72" - - - 28.7 45.8 60.7 111.5 72" - - - - - 23.6 43.4 19-1/8" 121.9 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 .escrp_ion __ CHART REV__ UPDATED FOR 2007 F00 REV. PER 8CCO COMNENTS_ NO CHANCE THIS SHEET UPDATED TO 2014 FSC 26-1/2' 88.0 141.2 135.7 150.0 150.0 150.0 150.0 26-1/2" - 37.5 27.0 54.8 95.8 130.2 150.0 ARCHES TO BE IN5CR18 0 I- HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE 30" 77.7 124.8 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 48.4 84.6 115.0 150.0 37" 63.0 101.2 97.2 147.9 150.0 150.0 150.0 37" - 26.9 - 39.2 .68.6 93.3 150.0' - MULUON GLAZ NG �PR000CTvogi 42" 55.5 891 85.6 130.3 150.0 150.0 150.0 42" - 23.7 - 34.6 60.4 82.2 150.0 3 48' 48.6 I 78.0_1' 74.9 114.0 150.0 150.0 150.0 - VERTICAL 54' 63' 43.2 69.3 66.6 101.3 141.8 150.0 150.0 48" 54" 108" - - 20.7 - - - 30.2 26.9 52.9 47.0 71.9 63.9 132.1 117.4 MULLION 60' 38.8 62.4 59.9 91.2 127.6 150.0 150.0 60' - - - 24.2 '42.3 57.5 105.7 GLAZING GLAZING a 66" 35.3 56.7 54.5 82.9 116.0 150.0 150.0 66' - - - 22.0 38.5 52.3 --- 96.1 PRODUCT PRODUCT u, 3 72' 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72' - - - 20.2 35.3 47.9 88.1 GLAZWG PRODUCT GLAZING PRODUCT 111 ALL LOADS ARE EXT.(+)/INT.(-). • • • • • 1 • • • • • o g ooS • NOTE' •''•• W1� �• WF •...,• • •I MULLION SPAN W D �. �. •. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED �L•.��.>.i ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , 1 JIi DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP ' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. . ANCHORS TYPE ANCHORS TYPE. ANCHORS TYPE WIDTH (W) MULL SPAN A B . ' C 0 E F G WIDTH (W) MULL SPAN A B .. C. D . E F G WIDTH. (W) MULL SPAN A. B C .D E F G AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284$100 FAX (305) 262.6978 o !7 M. 19-1/8' - 150.0 150.0 150.0 - 150.0- 150.0 150.0 150.0 19-1/8" 101.0 150.0. 139.5 150.0 • 150.0 120.6 150.0 19-1/8" .62.5 125.0 86.3 150.0 150.0 74.6 149.2M 26-1/2" 26-1/2" 141.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2" - 72.9 145.8 100.7 150.0 150.0 87.0 . 150.0 26-1/2" 45.1 90.2 62.3 124.5' 150.0 • 53.8 107.7 30' - 124.6 150.0 150.0 150.0 150.0 148.7 150.0 30' 64.4 128.8 89.0 150.0 150.0 76.9 150.0 30" - 39.8 79.7 55.0 110.0 137.6 47.6 95.1 37' 101.0 150.0 139.6 150.0. 150.0 120.6 150.0 - 37" 52.2 104.4 72.1. 144.1 150.0 62.3 124.6 37' 32.3- 64.6 44.6 89.2 111:6 386 77.1 42' . ' 89.0 150.0 122.9 150.0 150.0 •' 106.2 150.0 42" 46.0 92.0 63.5 . 127.0 150.0 54.9 109.8 42' - 28.5 - 56.9 39.3 78.6 • 98.3. 34.0 67.9 48" 38-3/8" 77.9 .150.0 107.6 150.0 150.0 92.9 150.0 48"- 74-1/4' 40.2 80.5 •. 55.6 111.1 139.0 48.0' 96.1 48" 120' ' 24.9 49.8 •- 34.4 68.8 86.0 29.7 59.4 54' 69.2 138.4 95.6 150.0 150.0 82.6 150.0 54' 35.8 71.5 49.4 98.8 123.5 42.7 85.4 - 54' 22.1 44.3 30.6 61.1 76.4 26.4 52.8 60' 62.3 124.6 86.1 150.0. 150.0 74,3 148.7 60" 32.2 64.4 44.5 88.9 111.2 38.4 76.9 60' - 39.8 27.5 55.0 68.8 23.8 47.6 ' 66" 56.6 113.3 78.2 150.0 150.0 67.6 - 135.2 66" 29.3 58.5 40.4 80.8 101.1 34.9 69.9 66' - 36.2 25.0 50.0 62.5 21.6 43.2 72". 51.9 • 103.8 71.7 143.3 150.0 62.0 123.9 72" . - 26.8 53.7 37.1 74.1 92.7 ' 32.0 64.0 72' - 33.2 22.9 45.8 57.3 - 39.6 19-1/8' 148.1 .150.0 150.0 150.0 150.0 150.0 150.0 .19-1/8' 89.3 150.0 123.3 150.0 150.0 106.6 150.0 -19-1/8" 56.8 113.6, 78.5 150.0 150.0 67.8 135.6 26-1/2' 106.9 150.0 147.7 150.0 • 150.0 127.6 150.0 26-1/2" 64.4 128.9 89.0 150.0 150.0 76.9 150.0 26-1/2" 41.0 82.0 56.6 113.2 141.6 48.9 97.9 30' 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30" 56.9 113.8 78.6 150.0 150.0 67.9 135.930' 36.2 72.4 50.0 100.0 125.1 43.2 86.5 37" 76.6 . 150.0. 105.8 150.0 150.0 91.4' 150.0 37' 46.1 92.3 63.8 127.4 150.0 55.1 110.2 ' 37' 29.4 • 58.7 40.6 81.1 101.4 35.1 70.I 42' - 67.5 .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3. 56.2 112.2 140.4 48.5 97.0 42' 25.9 51.7 35.7 71.4 89.4 30.9 61.8 _ 48" • 50-5/8' 59.0 .118.0.- 81.5 150.0 150.0 70.4 . 140.9 48' 84' 35.6 - 71.1 - 49.1 98.2 122.9 42.5 84.9 48" 132" 22.6 45.3 31.3 62.5 78.2 27.0 54.0 E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 624-7775 FAX. (305) 624-7777 54" 52.5 104.9 72.5 144.9 150.0 62.6 . 125.2 54' 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54' 20.1 40.2 27.8 55.6 69.5 24.0 48.0 60' 47.2 94.4 65.2 ' 130.4 150.0 56.4 112.7 60" - 28.5 56.9 39.3 78.6 98.3 . 34.0 67.9 60" - 36.2 25.0 50.0 62.5 21.6 43.2 '66' 42.9 85.9 59.3 118.5 148.3 51.2 102.5 66" - 25.9 51.7 35.7 71.4 89.4 30.9 61.8 66' - 32.9 22.7 45.5 56.9 - 39.3 *72" 39.3. 78.7 54.4 108.6 .135.9 47.0 93.9 72' ' ' 23.7 47.4 32.8 65.5 81.9 28.3 56.6 72" - 30.2 20.8 41.7 52.1 - 36.0 19-1/8" 129.3 150.0 - 150.0 150.0 150.0 150.0 150.0 19-1/8' 78.1 . 150.0- 107.9 150.0 150.0 93.2 150,0 19-1/8" 57.1 104.2 71.9 143.8 150.0 62.2 124.3 26-1/2" 93.3 . 150.0 128.9 - 150.0 . 150.0 111.4. 150.0 26-1/2' 56.4' - 117.8 77.9 150.0 150.0 67.3 ' 134.6 26-1/2' 37.6 75.2- 51.9 103.8 129.8 44.9 89.7 30" 82.4 150.0 113.9 150.0 . 150.0 98.4 150.0 30" 49.8 99.6 68.8 137.5 150.0 59.4 118.9 30' 33.2 66.4 45:9- 91.7 114.7 39.6 79.3 37" 66.8 133.7 92.3 150.0 150.0 79.8 150.0 37' 40.4 80.8 55.8 111.5 139.5 48.2 96.4 37' 26.9 53.8 37.2 74.3 93.0 32.1 64.3 42" • 58.9 117.8 81.3 150.0 150.0 70.3 140.5 42' ` 35.6 71.1 49.1 98.2 122.9 42.5 84.9 42' 23.7 - 47.4 32.8 65.5 81.9 28.3 56.6 48" 58" 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48' 96" ' 31.1 62.3 43.0 85.9 107.5 37.2 74.3 48" 144" 20.8 41.5 28.7 57.3 71.7 24.8 - 49.5 54' 45.8 91.6 63.3 126.4 150.0 54.7 109.3 54' • 27.7 55.3 38.2 . 76.4 95.6 33.0 66.0 54" - 36.9 - 25.5 50:9 63.7 22.0 44.0 60" 41.2 82.4 56.9 113.8 142.3 - 49.2' 98.4 60" 24.9, 49.8 ' 34.4 68.8 86.0 29.7 59.4 60" - 33.2' 22.9 45.8 57.3 ' - - 39.6 66" 37.5 74.9 51.8 - 103.4 129.4 44.7 89.4 66" 22.6 45.3 31.3 62.5 78.2 *27.0 54.0 66' - 30.2 20.8 . 41.7 52.1 - 36.0 72' 34.3 68.7 47.4 94.8 118.6 41.0. 82.0 72' - 20.8 41.5 28.7 57.3 71.7 24.8 49.5 72' - 27.7 - 38.2 47.8 - 33.0 19-1/8" 119.0 150.0 150.0 150.0 150.0 142.1 150.0 19-1/8" 69.4 138.9 95.9 150.0 150.0 82.9 150.0 ANCHOR TYPES 1 -HORIZONTAL MULLION 26-1/2" 85.9 ' 150.0 118.7 150.0 150.0 102.5 150.0 26-1/2" 50.1 100.2 69.2 138.4 150.0 598 119.6 A. 8, C. 0, E. AT HEAD/SILL/AIMS I 1 �I 30" 75.9 150.0 104.8 150.0 150.0 90.6 150.0 30' 44.3 88.5 61.2 122.2 150.0 52.8 105.7 ARCHES TO BE INSCRIBED - ANCHOR TYPES • INSIDE RECTANGULAR SHAPE dote by description 12.26.06 80 CIINGC THIS SHEET 06.26.09 UPDATED FOR 2007 FBCj 09.28.09 REV. PER BCCO COMMENTS 03.05.12 NO CHANCE THIS SHEET 07.14.14 UPDATED TO 2014 FSC 37" 81.5 123.1 85.0 150.0 150.0 73.4 146.9 37' 35.9 71.8 49.6 99.1 124.0 42.8 85.7 F �� AT JAMBS 01•'.j1 42' 54.2 .108.40 74.9 149.7 150.0 64.7 129.4 42" 31.6 63.2 43.7 87.3 109.2 37.7 75 5r" --AZ NG 48" 63 ' 47.4 • 94.9 ! 65.5 131.0 150.0 56.6 113.2 48' 108' 27.7 55.3 38.2 76.4 95.6 33.0 66.0 SPAN , �, i PRODUCT 3 54' 42.2 8 4.3 58.2 116.4 145.6 50.3 100.6 54" 24.6 49.2 34.0 67.9 84.9 29.4 58.7 VEROCAL 60" 37.9 75.9 52.4 104.8 131.0 45.3 90.6 60' 22.1 44.3 30.6 61.1 76.4 26.4 52.8 MULUON z ` "\` 66" 34.5 69.0 47.7 95.2 119.1 41.2 82.3 66' 20.1 40.2 27.8 55.6 69.5 24.0 48.0 GLAZING GLA21NG ANCHOR 1D€TlJL /l , 72" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72" - 36.9 25.5 50.9 63.7 22.0 44.0 PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). •• ••• .• • GLAZING PRODUCT PRODUCT • •• GLAZING PRODUCT NOTE ANY WI • . •*2 • .--- • • 4I • MULLION SPAN ANCHOR CONDITION SHOWN HEREIN MAY COVER [ • s4 • LOCATIONS AT HEAD, SILL OR JAMB ENDS. •• • • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS oR Eng,: •PES •'• • ;no • i • • • •1AVA0 AHMAO PRODUCT REVISED (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) CML as complying With the Florida W I +.W2_ WIDTH 1U. PE i 70592 C.7.N. 3538 Building Code Acceptance No ' O. • 6{O (w) = 2. • • : 'D' 'E' - • • •: • it :nation Date 4 .2D19 ANCHORS -TYPE AND APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. • • • • • !UL' Z 1 Nit ; ✓ A , ANCHORS TYPE 'A', '9', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. I ANCHORS • • • • ••• •• •••• • • '• % r • •• i••• • - �ianin Dade Pro t COulrot� v ;�, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" DIA: ULTRACONS 2 PER CLIP (1 ON EACH WING) 1 • 3" MIN. • 1.1 ng.. '.i --11111-7" 1BY WOOD BUCK jl I ILJI I/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WINO) hi [ FLOATING CUP SNUG FR INSIDE MULL /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 2 WOOD BUCK OR WOOD STRUCTURE • IMEMEMI 1 ALTERNATE ANCHOR LOCATION 11 11 II 11 11 n II 11 ILJI Ir �1 II 11 2 X2X.1/8" ALUM ANGLE N 1/4" DIA. ULTRACONS 1 PER ANGLE ir resmii=iir. am= FLOATING CUP _ SNUG FIT INSIDE MULL ANCHORS TYPE 'A' j14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 11 II 11 11 1 11 U u 1 2 X 2% 1/8" ALUM ANGLE Ed. 1" MIN 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) maramormiTi 1/4" DIA. ULTRACONS 2 PER ANGLE IiI ,v FLOATING CUP SNUG FIT INSIDE IAULL JI4 SMS 1-3/4" O.C. MIN. 2 PER ANGLE f 1. 11 11 II 11 II 11 11 II LI U 1/4" DIA. ULTRACONS 2 PER ANGLE 2 -X 2 X 1/8" ALUM ANGLE i � f 2 BY WOOD BUCK 1/4" 014. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-1/2" CONCRETE 2-1/2" 1-1/2" W000 - 28Y 14000 BUCKS OR WOOD STRUCTURE S.C. - 0.55 MIN CONCRETE -. Pc 3000 P51 MIN. I 1, II I II I 11 LJI P, l J • FLOATING CLIP SNUG FIT INSIDE MULL CA_N TYPE 'B' 114 SMS 1-3/4" 0.C. MI8. 2 PER ANGLE •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • ALL CLIPS AND. ANGLES TO FIT SNUG INTO TUBE MULLIONS. • • • • CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I • • • • WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR 1 • • • • • • • WATER -WHITE METHACRYLATE LACQUER. 1 E9ge: 'JAVAD AHIAAD' CML FLA PE 0 70592 CAN. `,1538 •Jif. 21 ZOIC • d • 1„ • • • • II ' • • • • •• j�•• • • n Pr II II 11 II 11 11 u u — L�1 2 X 2 X 1/8" ALUM ANGLE PRODUCT REVISED as complying with the Florida ITnildiog Code AccepMnce No C ualion Dale • *multi mnde redact • 1.> "JS ,/ z o ; W 0 OY a Ce 0 o o� dLL cviR .0 Q18v411•z�=� J01) a 6ielf m oSBv2 al Pi dlu 0 hv« oS uo u a u 3 . 311 I r drawing no. M04-04 sheet 5 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l/4' DIA. ULTRACONS Ed. 2 PER CUP (.1 ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE IIIMMnIIMIIMMI11 I.1__ II II FLOATING CLIP SNUG- FIT INSIDE MULL #14 SMS I -3/4" 0.C. MIN. 2 PER ANGLE Ed. ALTERNATE ANCHOR LOCATION 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) ANCHORS TYPE 'C' 7t 1 L2 X 2 X 1/8" I I ALUM ANGLE LI u Ed. 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4 DIA. ULTRACONS 8Y 'ELCO' ULTRACONS. MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - 1.418. EDGE GIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1-1/2' CONCRETE f'c •- 3000 PSI MIN. t II II11 IIII 11 P '1'/4" DIA. ULTRACONS 2•PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 11 'tt 1 I 2 X 2 X 1/8- I I ALUM ANGLE LI u LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED -DIRECTLY TO MASONRY TO BE PROTECTEO WITH ALKALI -RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. • •• ••• • • • • • • • • • • • •• • • •• ••• •• • • • •• Erg,: JAYAD NOMAD PRODUCT REVISED CML as complying wish the Florida RA. PE / 70592 Building Code CAN 3538 • A�'4/ptence No • • 9 O(e •L,•2014 • �a • • • . imams Dene r. ir • •, Dj'�, • • • • 1 y i •• 1• • •• • I,�1 • •• 1 l0 Ode Pr �� cl Co hoF ••• • •.•• /; ••• ff ALUMINUM TUBE MULLIONS 0 13 0 4 8 o ui e ;l " � Il m 1 I� '3 L°)L_)L_JI. ) r drawing no. 1 M04-04 (sheet 6 of 9 ••• • •_ • • ••• • • • • • • • • • • • • • ••• • • • •• • • • • • •• •• •• •••• •• •• 5/16' DIA. ULTRACONS Ed. - : 4 PER CUP (2 ON EACH WING) 5/16' DIA. ULTRACONS 2 PER ANGLE • T FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 4 PER ANGLE Tt 1 1 2X2X1/6" 1 1 ALUM ANGLE u u LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN: EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2' 1-3/4" CONCRETE - f'c - 3000 PSI MIN. •• ••• • • • • • • • • • • •• ••• • • • • • • • •• • ••• • • • • ! ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. • • • CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED: • • • • I WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I • • • • • I WATER -WHITE METHACRYLATE LACQUER. • • • •. • • • • • • • • Eng.: JAM .AHMAD FLA PE / 70592 • J1A3,014 • • :.; • • • I • 1 • 7 • • • 4.'!" `_/ ••• PRODUCT REV ISED complying will; the Florida Building Code Acceptance No .4�tion Dale ty Vi. ///Dodc Product Con • b' 9 P d I d m WI, drawing no. M04 -04I) Cshect 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • •••• •• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • Ed. 1/4' DIA. ULTRACONS 2 PER CLIP (I ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE 1/4" DIA. ULTRACONS Ed. 2 1/4" MIN. 4 PER CLIP (2 ON EACH WING) TYP. (11 I/4" DIA.. ULTRACONS 2 PER ANGLE 4 0 D Is la FLOATING CLIP SNUG FIT INSIDE MULL LJ, 414 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE i 2 X 2 X 1/B• ALUM ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 414 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE • ,y ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'F' AT JAMBS ONLY . 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY. BE HEX OR FLAT HEAD SUBSTRATE Ed. _ MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2° 1-1/4" MASONRY C-90 HOLLOW/FILLED BLOCK I'm = 2000 PSI MIN. ALL CLIPS ANO ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. . L. ANCHORS TYPE 'G' AT JAMBS ONLY •• ••• • • • • • • • • • •• ••• • • • •• • • • ••• • • • • • • • • •• • ••• • • •• • • • •• Engr: JAVAD AHMAD IVIL FLA PE 4 70592 • .AL1. 3538• • •• Jr2112014•• ••' • I . ••• PRODUCT REVISED as complying with the RA&1 Bullding Code ARey lance too fQ_Q tispR6lion lDatefol IL/ Product Costhal • 0 %!9 r—i j t I I i' ai,„ dp �` a o I. 8 J l• `J i drawing no. M04-04 .,sheet 8 of s-) ••• • • • 4 ••• • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• •• • • • ••• • •• /1SMS SEE CHART FOR OUAN4TOIES [.TUOE MULLION 110 11-1 SMS 2/ SIDE ' 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION �11 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION j? TUBE MULLION 114 FH SMS I-1/2" O.C. MIN. SEE CHART FOR QUANTITIES 110 FH SMS 2 PER CUP I" O.C. MIN. 1-3/4" X 2" X I/6" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION I4 SMS/TEKS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/8" 1/2" METAL = 1/8" MIN. THK..STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHOR ; N0. OF i CHART SCREWS j NPE A 2 TYPE B 1 3 TYPE C 2 TYPE l 4 TYPE E E • 4 VS7 •• ••• • • • • • •• • • • • • • • • ••• •• • . • • • •• •.• • • • •• • • • •• Eng: JAVAO AHMAD CML FLA. PE 1 70592 C.A.N. 3538 • ••• • :Ju1- i'; 2014 : • • /• \',• • • • •;, .• PRODUCT REVISED as complying with the Florida Building Coda _('`' j -'�(� iAsTept lo. Too : '. j ex�fon hole 1C1 641in• Dade Pw duel Conrl z 0 J rl • W DT f - FAX. (305) 624-7777 _18 • ' drawing no. .M04-04 1 he5 9 of ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • 4f ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TANCE (NOA) T.M. Windows LLC 1543 N. Powerline Road Pompano Beach, FL 33069 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 RER - 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. RER 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. - Rolling Window. L.M.I. I APPROVAL DOCUMENT: Drawing No. W0-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www,miamidade.2ov/economy IL: MISSILE IMPACT RATING: Large an Small Missile Impact_fes'ist_ant'1 • LABELING:' Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, OU/serie:, end:following statement: "Miami -Dade County Product Control Approved", unless otherwise • • noted herein. • R1 •NEWA,� if is NOA shall be considered after a renewal application has been filed and there has been • • • pp change in j4cApplicable building code negatively affecting the performance of this product. • • . TERRVIINATIEX4 of this NOA will occur after the expiration date or if there has been a revision or change • • in the mate= Lie, and/or manufacture of the product or process. Misuse of this NOA as an endorsement • :8f any prodtgerpl sales, advertising or any other purposes shall automatically terminate this NOA. Failure •' 'to comply will, any section of this NOA shall be cause for termination and removal of NOA. '1.D11 RTISEMENT: 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 NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAML DADE COUNTY APPROVED NOA No. 15-0505.29 Expir- ation Date: May 13, 2019 Approval Date: August 13 2015 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-1110.02) 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal • • • r polling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • •.' FTL-5457, dated 01/22/08, signed and sealed by Carlos S. Rionda, P.E. • • . • (Submitted under NOA No. 09-0105.02) • • 3. • • • *Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 • • • • •• • ••' "••• 2) Large Missile Impact Test per FBC, TAS 201-94 •• ••• • • • •••• 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • ' • . • • • along with marked -up drawings and installation diagram of aluminum horizontal • • •: toiling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • •. •' • 1L 1tL-5459, dated 01/17/08, signed and sealed by Michael R. Wenzel, P.E. • •••• • • • (S1sbmitted under NOA No. 09-0105.02) • • E-1 Manuel ' ' , P.E. Product Contra ir miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with -117-3 C -57n Edition (2014rand of no financial interest dated 03/16/15 and revised on 08/07/15, • • • plepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . 2. •.• G1zing complies with ASTM E1300-09 •• • • D QUM TIN ASSURANCE • : • . 1. • . Miami -Dade Department of Regulatory and Economic Resources (RER). • ••• • . •• • •••• • E, •.: MAT.FVAL CERTIFICATIONS • • • 1. ••;Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their ••. •••0`SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on •'• • • • ::..6/V4/18.. ...• • , • 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. E-2 Manuel P ., P.E. Product Contr' Ex' iner NOA No. - 1505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 • • • • T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`" Edition (2014), and of no financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Submitted under NOA#09-1110.02) 3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Reports No. FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated 11/04/03 and 11/13/03 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No 04-0120.01) G. OTHERS 1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window LLC, for their Series "805" Aluminum Horizontal Rolling Window - L.M.I., approved on 02/20/14 and expiring on 05/13/10. •• • • • ••• • • •• • • • • • • • • • • • • • • • • •• •• •• • • • • • •• • • • •• • • • • • • • • • • • • • • •••• • • •••• • • • • • • ••• • •• •• • • • •••• • • • • E-3 Manuel P , P.C. Product Control miner NOA No. 15-0505.29 Expiration Date: May 13, 2019 Approval Date: August 13 2015 • a 411114 3/16" MIN. GLASS .090" Interloyer Soflex Clear Md Color Glass By 'Eastman Chemical Co.' 3/16" ANN. CLASS SIUCONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D CLASS .090" Interloyer Kuroroy SentryGlas By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS n AT 1/4 POINTS ON LITES .WIDER THAN 36" ONLY TYPE 'A' (r 7/16" OVERALL GLASS 3/16" HEAT STREW° GLASS .120" Interloyer Uvekol S By 'Annex USA, Inc.' SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ON LRES IDER THAN 36" ONLY TYPE 'B' 7/16" OVERALL GLASS 3/16" ANN. GLASS .120" Interloyer Uvekol 5 By Allnex USA, Inc.' 3/16" HEAT STREN'D GLASS 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 \ n ® ,iii' ] IrA AT 1/4 POINTS ON LITES W - AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY SILICONE GE RGS7700 DOW CORNING 995 TYPE 'C' 1/2" OVERALL GLASS TYPE 'D' 1/2" OVERALL GLASS GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPR'0 WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. CLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" Interloyer Soflex Clear And Color Glass By 'Eastman Chemical Co 1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 AT 1/4 POINTS ALL SIZES TYPE 'E' 11/16" OVERALL INSUL. GLASS ADDL. ANCHOR REQD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY '5 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED II li 74" MAX. WINDOW WIDTH 0. 1 9 3/8" MAX. 6" HEAD 3. SILL —1111 1 LJ } 1' 1 1 , 32 7/8" 33 1/2" 6" MAX. HEAD/SILL CORNERS — \ D.L. OPG. 37 1/2" VENT WIDTH D.L. OPG. MAXIMUM DESIGN FOR SIZES XU UN UX SIL65 LOAD RATING SHOWN ABOVE OR — PSF SMALLER (—GLASS TYPE 'A' I GLASS TYPE 'B' GLASS TYPE 'C GLASS TYPE 'D' GLASS TYPE 'E' I EXT.(+) 1NT.(—) I EXT.(+) INT.(—) EXT.(+) 1NT.(—) EXT.(+) INT.(—) EXT.(+) INT.(—) L %80.0 _ x.90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP LATCHES UNIT MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, 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 • • • • 1407 PART OF THIS APPROVAL. • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE ••• • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. • •• ••• • • • •• • • •• ••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •AND•FLO4NDA) BUILDING COMMISSION • •DECL.ARATDRI• S1SATEMENT DCAOS-DEC-219 •• • • • • • • -•--•--tea•—• • • •HESE MOONS ARE•RATED FOR LARGE & SMALL MISSILE IMPACT. • • SITTERS Aft A? REQUIRED. • ••• • • • • • • • • • • ••• • ••• • • • • • Eng,: JAVA° INLAID CML FL.9. PE 70502 ;AN. • • • •••• • • • • • • • ••• • • • • • • • • • •• •• 2015 PRODUCT REVISED as complying with the Florida Bafldmg Code �! Acceptance No ;7-1.0 •imuioa Date z p 1O_k a 0; O Obi 08 A o 1Q 8 O 1 ' ootiE O 61W>n5 4 z a 16'5P0 COMP-ANL\W08-81T 3 3 ffi 5 S S 5 4 drawing no. W08-81 sheet 1 of 7 ) • • • •• •• • ••• • • ADDL. ANCHOR 8E00. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPUED) MAY BE USED 111" MAX. WINDOW WIDTH 10 1/4" MAX HEAD\SILL AT FIX. LITE 9 3/8" MAX. HEAD\SILL AT VENT 4 JL_ __Jt 'lr-- 0 /. 11 /i 11 /7 6" MAX. HEAD/SILL CORNERS or o m 32 7/8" 33 1/2" r 32 7/8" O.L. OPG. 37 5/8" VENT WIDTH 0.L OPG. D.L. OPG. 37 5/8' VENT WIDTH AUA J1br, MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' CLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.(+) 1NT.(-) EXT.(+) 1NT,(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALUC SWEEP LATCHES UNIT MAX. LOADS TO 580.0 PSF. ADDL. ANCHOR RECD. FOR INSTALLATIONS INTO W000 STRUCTURES OR 111RU W000 BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USE0 TYPICAL ELEVATIONS 111' MAX. WINDOW WIDTH 14 7/8" MAX. HEAD SILL 1 1 1 L 6" MAX. 5 24 5/8" 50" MAX. 1i 1 24 5/8" D.L. OPG. 29 1/4" VENT WIDTH D.L. OPG, O.L. OPG. 29 1/4" HEAD/SILL CORNERS XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER VENT WIDTH CLASS TYPE 1A' GLASS TYPE 'B' EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE PRE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. •• ••• • • • • • •• • • • • • • • • • •• ••• •• e • • •• • ••• • ••• • • • • NOTE: • • • • GLASS CAPACITIES O •THIS E1• Ale • BASED ON ASTM E1 JQp•09 43 SEC. GYSTS) • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CML FLA. PE # 70592 •ANI 38 • 4 • • AP 072015 PRODUCT REVISED es complying with the FlMide Bmldiug Code'Qi"0� /A� Acceplence No sq Eri'ralion Dete. :F:1T1 Ll1 By 1/„ Miami A ede 'roduct mw 0 0 • •.., Q O fro o 0 0J a a fe 0 6. 01;' o "� 0D( 006.E Q' O Ntmwe I � N N va S S S tri 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • drawing no. W08-81 (sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPAONG EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 110 X 3/8" PH SMS 2 PER CUP 1 MIAMI-DADE COUNTY APPROVED 1 I MULLION & MULUON ANCHORS I I SEE SEPARATE NOA EDGE DIST. 4" LONG WINO LOAD CLIP SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANTS ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED SILICONE OR ACRYUC SEALANT. WEEPHOLES: W1 = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4-7/8" FROM EACH END AND AT MIDSPAN W2 = 1-1/4" X 1/4" WEEPHOLES AT 4-7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CLIP ADAPTER x L0 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Il TYPICAL ANCHORS: SEE ELEV. FOR SPACING WITH 1/4" DIA. UITRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN, PENETRATION INTO W000 (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 /4" DIA. TEKS SELF DEILLINC SC Y ITE (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1". MIN. • • • • 1t�O /AE�1L SmyCT:RE;= •l4' MIN. • • •• • • • • • • y1000•AT NEN, SILL SI IAN. S•SG = 0.55 MIN. • C•NCMIETE•AT41 SILL y*4)R eS f'o - 3000 PSI MIN. • • • t 90 fid&OW/ LL£D•BLQCI( JAMBS f'm - 2000 PSI MIN. Enyr. JAVAD NIMAO CML4 i58• 1 • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 'TYPICAL ANCHORS 3 PER CLIP • • •• • ••• ••• • • • •• • • • • • • • • • ••• PRODUCT REVISED es complying with Iho Florida Building Code I�'I,e0 Acceplance No Ex, nlianDate snow 'A Pi By 'lI 41// .. ' :e Mie ProductC Ilnd EDGE DIST. EDGE DIST. PR 07201: ••• • • • • 7•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drowin9 no. W08-81 sheet 3 of 7 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIM AX. BY WOOD BUCK OR STRUCTURE I`, WAMMM WO • v VENT WIDTH XO LAYOUT OX OPPOSITE v VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING OI 0. EXTERIOR WINDOW WIDTH 1/4' MAX SHIMS SCREENS OPT. --- TYPICAL ANCHORS SEE ELEV. FOR SPACING „/4- 1EY WOOD RUCKS 1' XOX LAYOUT MIAMI—DADE COUNTY APPR,0 MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• • • • • • •• • •• • • • •V&N F W4TH •SItItG•1adADED LATCIIES Engc JAVAD ARMAD CMI ••• FLA. 70591 • C PE A53% • • v... • •• DY • � • R 0 7 2015• MI EXTERIOR WINDOW WIDTH WINDOW WIDTH •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • PRODUCT REVISED as complying with the Florida Building Code 13'09D3•R9 Acceptance No q Ex, 'ration Date iC:ryK 9o19 Product Caatiolip • • 7v• z p o g 4tea aG o O. re 0t, 0 o .r1 O 4W�q ur ab 2 SERIES 805 ALUM HORIZONTAL ROWNG WOW. (LM.I.)j[ a. 0 U m cn o tD Orl ') O O •ajz m J0 nOM Za O -- O S Y• s 9 drawing no. W08-81 sheet 4 of 7_.) 1u� TYPICAL ANCHORS SEE ELEV. FOR SPACING uI o. _ 1 0 IF TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' SHIN MAX. VENT WIDTH }CO LAYOUT OX OPPOSITE 1.BY W9OD BUCKS • VENT WIDTH 0 6 WO I" iii �=ae 1BY WOOD BUCKS • ° TYPICAL ANCHORS SEE ELEV. POR SPACING • e 8 TYPICAL ANCHORS SEE ELEV. FOR SPACNG XOX LAYOUT MIAMI-DADE COUNTY APPR•O MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• ••• • • • • • Engr. JAVAD AHMAD L WINOOW WIDTH • ••• • • • • • --SAtEENS•OPT. • • • • ••• a ••• EXTERIOR WINDOW WIDTH MCA P 577055J • • • APR • • • • • • • • 7 201-5 • • • • • • • 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCTBccdioREVISED comgplyiCockng with the Florida 2O Accept.,"Nod 0505. 21/ irelion Doc :P1111C4v Alii hri r :�� , By Miom p Z ✓ La p0, ea. teo • 28 0 0 g o 4• t 6 az a o n u UPDATED TO 2014 FOC 1) 2,1 rDi ° Y drowing no. W08-81 sheet 5 of 7 ) 0 FRAME HEAD 0 TOP & BOTTOM RAIL - 11.000 I Ir- LIII U .750 —_A .125- L 14 WIND LOAD CLIP SILL TRACK 1.750- .054 1.375 .065 2.201 1.000 0 JAMB STILE y 1.000 r 1.000 .125 15 MTC. STILE REINF. --i .929 I -- SILL CLIP ADAPTER 0 FRAME SILL TOP .107 16 FIX. STILE REINF. 0 MEETING STILE 12 VENT LATCH 1TEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REILARXS 1 T1A-130 1 FRAME HEAD 6063-56 - 2 TM -1336 1 FRAME SILL BASE 6063-T6 - 3 19-134 1 FRAME 51L1 TOP 6063-16 - 4 TM -132 AS REQD. FRAME JAMB - VENT 6063-16 - 5 TM -131A AS REQD. FRAME JAMB - FIXED 6063-T6 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 7 TM -139 1/ VENT JAMB STILE 6063-16 - 8 TM -140 1/ VENT MEETING STILE 6053-16 - 9 161-137 1/ VENT FIXED 5711.5 (SPRING LOADED LATCH) 6063-16 - 9A T1A-137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063-56 - 10 TM -136 1 SILL TRACK INSERT 6063-16 - 11 TM -135 1 SILL CUP ADAPTER. 12- LONG 6063-T6 AT MTG. SOLE LOCATION 12 11.1-118 1/ VENT SPRING LOADED VENT LATCH. 3-1/8' LONG 6063-56 AT MID SPAN 12A - 1/ VENT METALUC SWEEP LATCH - AT 910 SPAN 128 18 X 3/4' 2/LATCH SWEEP LATCH MOUNTING SCREWS - Flt SMS 13 TM -141A AS REQD. GLAZING BEAD (LAMINATED GLASS) 6063-T6 - 13A T1A-181 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 14 11.1-154 AS REQD. WIND LOAD CLIP, 4' LONG 6063-56 - 15 - 1/ STILE MEETING STILE REINFORCING 6063-76 - 16 - 2/ STILE FIXE0 5TLE REINFORCING 6063-56 - 17 W31225 A5 8E00. FIN SEAL WSTRIPPING (.270' X .220' HIGH) WOOL - 18 W43371 A5 REOD. FIN SEAL W'STRIPPING (.187 X .370' HIGH) WOOL - 19 W43201 AS 11E00. 09 SEAL WSTRIPPING (.187 X .200' HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM 7/8' X 1/2' 44 1-7/16" LONG 21 - 2/ VENT __ VENT ROLLER HOUSING At GUIDE PLASTIC BRASS AT EACH END 22 - - VENT ROLLER/WHEEL - 23 /12 X 1' 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILUPS SMS 24 /10 X 1' 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILIPS SMS 25 - 1/ LATCH VENT LATCH SPRING 5T. STEEL - 26 W31175 A5 9500. FIN SEAL WSTRIPPING (.187 X .175' HIGH) WOOL - 27 TLA -151 1 SILL RISER 6063-56 - 28 - AS RE013. SETTING BLOCKS EPDM OUROMETER 80±5 SHORE A O FIXED STILE (SPRING LATCH) 0 FIXED STILE (SWEEP LATCH) 13 GLAZING BEAD (LAM. GLASS) .1E13-1 - I .540D o40 .500 0 1-.923- 0 GLAZING BEAD (19501.. LAM. GLA55) 0 FRAME SILL BASE O FRAME JAMB - VENT 3.168 1 3.042 875 I--- 0 0 FRAME JAMB - FIXED 27 SILL RISER •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • • • • • 4 • • • • • • 4 • • • • • • •• • • ••• • ••• 1 En9r: JAVA° AH1410 CML FLA. PE / 70597• • CAN. 36 • _ • • • • •. 7/!/ • • • 7 20b PRODUCT REVISED 94 complying with the Plorids Building Code Acceptance No 15- • 0 Ex imt in Doc %!1 I 6) ' By Mim Deck Pro J 2 I T. o O 0 5) d C4o.W LL- N6,P a W /2 c73 m Za O . CL J u7d iE 0 gra n S 5 S S it 0 O C s drawing no. 8 W08-81 (sheet 6 of 7 ) ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • % • • • • • • • • •• •• ••• • • • (2) 112 x 1 1/4" PH. SMS. ASSEMBLY SCREWS (2) 110 x 1" PH. SMS. ASSEMBLY SCREWS (2) 110 x 1" PH. SMS. ASSEMBLY SCREWS FRAME TOP CORNER (4) 112 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL TOP CORNER VENT TOP CORNER (2) 110 x 1" PH. SMS. ASSEMBLY SCREWS •• • • •• • • �• • • • • • • • • • • • •• • • • • ••• • FIXED MTS. RAIL1B0110M•CORgit • •• •• • • •••• •• • FRAME BOTTOM CORNER (2) 110 x 1' PH. SMS. ASSEMBLY SCREWS • VENT BOTTOM CORNER • ••• • •1 • • • • • • • • • • • • •• • • ••• • ••• Eng JAVAO AHMA0 CML FLA PE 10592 C.A.N. :.38 • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code 154$05.2q Acceptance No E •trillion Dale ! 201 1001 By Miom ado Product R 07201! ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • drawing no. W08-81 sheet 7 of 7