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HomeMy WebLinkAboutProduct Approval k,uu:� vn1>ne Page 1 of 2 Saw BCIS Home Log In User Registration Hot.Topics Submit Surcharge Stall Lv Facts I Publication, FBI Stafr IIIIS Site Map Links Search t Product Approval db'Yra ;•;!Y-'USER:Public User `.a`-51`�iif.,�l-'ar_i n�>f:i.ctuyt.I�!r\1LU;l,�(huili'�aLrlj>�tr�;air•a ran List>Application Detail w•> t FL7561-R3 Application Type Revision Code Version 2014 Application Status Approved F * rchived _Comments I .- A � ' yl.` tCggq �roduct Manufacturer Elite Aluminum Corporlation \I J AI�j 0 3 201� IAddress/Phone/Email 4650 Lyons Technology Parkway/ Coconut Creek,FL 33073 (954)949-3200 dk@dokimengineeringlnet Authorized Signature Do Kim dk@dokimengineering Jnet Technical Representative Dan Cooke Address/Phone/Email 1801 NW 64th Street Ft. Lauderdale, FL 33309 (954)491-3700 elftealum@aol,com Quality Assurance Representative Address/Phone/Email Category ! Roofing Subcategory ; Products Introduced as.a-Result of New Technology t / I Compliance Method Evalua.tfon-Rep`ort from a Florida Registered Architect or a Licensed Florida Professional Engineer .1 Evaluation Report-I Hardcopy Received Florida Engineer or Architect Name who developed Do Kim, P,E. the Evaluation Report Florida License PE-49497 Quality Assurance Entity Quality Auditing-Institullte Ltd. Quality Assurance Contract Expiration Date 11/30/2020 Validated By James L. Buckner,P.E.at CBUCK Engineering Validation Checklistl- Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 He Co" pY https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pal-am=wGEVXQwtDgsgikzX72BeLi... 8/25/2016 I aviiucl 1�U11L1111 j wue vnnne Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 04/30/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summiisry of Products FL# Model,Number or Name Description 7561.1 Aluminum/Aluminum Composite 3"/4"/6"x0.d24"x11b EPS Composite Panel, Panels 3"/4"/6"x0,d32x1Ib EPS Composite Panel, 3"/4"/6"x0.024"x21b EPS Composite Panel, 3"14"/6"x0.1330"x2lb EPS Corposite Panel, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7561 R3 II Elite Fl_756JR3 2014 FBC Installation Approved for use outside HVHZ:Yes Dwa.Ddf Impact Resistant:No Verified By: Do Kim,P.E.PE 49497 Design Pressure:+80J 80 Created by Independent Third Party: Yes Other: In HVHZ,not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless Impact protection FL7561 1131 AE Elite Alum FL7561-R3 2014 FBC Is provided. See Installation drawing for nominal allowable Evalluation.odf design pressures and spans. I Created by Independent Third Party: Yes Back Next I Contact Us::2691 Blair Stone Road 7allahas a F 323Q9 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida ::PrlvacvlStatement::Accesslbllity Statement::Refund Statement I Under Florida law,email addresses are public records.If you do not want your e-mail address released In response t I a public-records request,do not send electronic mall 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 herel... Product Approval Accepts: a® N . Credit Card Sate https://www.floridabuilding.org/pr/pr_app_dtl,aspOparam=,AGEVXQwtDgsgJkzX72Beu... 8/25/2016 E '� PANEL SPAN TA ES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). l!' 3' x 0.024 x I - LB EPS PANELS 3= x 0.032 x I - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS 00 KI M (ALLOWABLE CLEAR SPAN CHARTS) "ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 6ASSOCIATES.LLC NET MAX. ALLOWABLE SPAN (FT) NET , MAX. ALLOVABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING 1 ALLOVABLE ALL•VABL£ ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD'CPSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/60 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 ENGINEERS 10 1/8 1576 1503 14,70 ;LO 1]50 Il,`J) 1691 IS% 39 1933 119.95 1831 f766 10 2D]f 2093 39A2 1581 20 1a44 13.41 122E 1033 :20 1 1664 13% 14.06 1216 20 tell 17b6 1636 ]31M 20 19a2 18.61 17ZO 1633 j 30 In 8 I0.78 9.41 6b0 30 .1517 14A6 1121 836 30 1680 1636 I4A1 12A6 30 17.97 I738 1173 1399 PO BOX Imp 4D 922 922 660 293 40 n3b9 IZr6 836 4.36 40 13.49 R-116 16 9'9 40 16.83 16M 1289 UA3 7-R 33679 30 fl17 817 3.79 >D ,122E 1a26 351 0.76 30 U.18 71 726 30 13.74 131E 1293 8.97TF0.98 60 :10.75 836 2.66 60 1227 7 Ib7 60 Nb4 1399 10.23 6.5E 70 927 616 70 1157 2 297 70 1355 12.66 836 496 RNm. D6SCfl tbn80 633 2.61 - - 80 790 446 - - 80 1026 T - 80 12A6 11.43 632 L60 m ISSLEDFWMOONCT aaae APPRWAL ` 4' x 0.024 x 1 - LB EPS PANELS 4' x 0,032x I - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS 0 eN wA< (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) 5311ED FORIOIOFBG NET MAX. ALLOWABLE SPAN CFT) NE-T MAX. ALLOVABLE SPAN (FT) NET MAX. ALLOVABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) © ''ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 ©znss Pmo+PT '.70 - - - 1990- I9.00 17.17 1633 10 20.30 2050 20.11 3924 10 2L97 2L97 213E 20.9] t0 NJ7 21.17 24J7 2437 201, 239/ 15.01 1"1 13.95 20 19.61 1 1924 1 17.49 1 15.74 1 1&76 RD 23.64 23b4 2341 23J1 0 30 12.50 I2.3a le.50 1138 30 18.17 17A9 14.87 1221 30 19.17 19�1 1921 16J3 30 22.37 =1725L990 2L9140 _ 10.97 10.97 10.97 -890 40 167E LS71 1221 fl7a 40 18.36 1836 1655 1434 40 2L51 I&91So 9.9E- 9'92_.----9:N" 622 30 1328 1399 9.6E 323 30 17.16 1716 1499 1213 SO ea.43 16.8060 9.13 913 7]ll 3.64 60 I384 1224 7.00 173 60 11% 11% 1324 933 60 1939 14.70 J O 70 832 052 358 1.07 70 12A0 I0.49 438 7a 11.73 14.73 11.38 7.7E 70 ]B33 1239 W80 Ba2 BD2 3b4 80 10.93 fl71 ].]3 80 13.33 13.33 9.93 331 80 1726 10.49 on Q Z a c3 aXQ 6' x 0.024 x I - LB EPS PANELS 6' x 0,032 x I - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS �'� us 80 i- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) m CL C V)f� NET NET NET MAX. ALLOVABLE SPAN TT) NET MAX. ALLOWABLE SPAN (FT) 0.2� �2 K MAX. ALLOWABLE SPAN (FT) MAX. ALLOWABLE SPAN CFT) ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE C.) ,� O�a LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 LOAD (PSF)I L/80 L/120 L/180 L/240 7 m U Q D Lu 10 23.00 2L24 21.11 20.85 10 24,00 2410 24.00 23.42 10 2393 2393 23.88 2360 10 24.00 24.00 24170 23.84 C O) �. 20 19.06 I. I8. 1&06 20 2334 23Z 219E 2022 20 2320 2320 2393 22A6 20 23.65 23b5 2.34 22.84 H_ O 7 30 1533 1333 IS13 15.13 30 22.10 21.63 19.42 179E 30 22.47 2Z47 2218 2133 30 2Z94 22.94 2239 2393 > C M O Z F- 40 1334 1334 13.34 1331 40 20.86 2D01 17.02 13.82 40 ZL73 2L73 M23 2020 40 22.23 2223 2393 2093 Q a Co 7 F 30 1210 1210 U2" 10.91 30 1962 i8.47 lab2 10.62 50 2LO2 21a2 20.49 19D] 30 23.33 21�3 23]0 i996 0)J JO Q J N 60 11.17 11.17 1" SA3 60 1838 16Z9 122E F42 60 2029 2D29 1964 .7.94 60 20.82 E092 2036 18.87 00 U-¢Q 70 1Q44 10.14 l0.30 S97 70 17J4 I3.3 9.8E 422 70 1937 19.57 18.79 1.1 70 20J1 20.11 19b1 1797 W to N 0 to 80 9.83 9.83 8.43 3.47 80 15.91 13.7E 7.42 192 80 1824 1894 17.94 13.68 80 19.40 19AD 18.87 16.88 'Ir cL W O J GL•NERALNOTF.S tL _- IT ------ ----- - - - -- I. Composite panels shall be cons tructed using type 3003•N:.S;aluminum facings,Lnc1.PC'F ASTM C-578 cnrpen:er--brand EPS - --- --C@4TIN000S SEAL JOINT V H "CAULKING-`-- odhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Mite panel products only in accordance with approved fabrication methods. O O O O 0 0 0, 0 0 i pgAPiT1 DB 01't '. Elite roof panels maintain a UL 1715(im)class'B'text)rating and arc NER-501 approved. )O O O O 0 O O O O O C o. SCALE-cXECK DBY: AS HOWN 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code sue` AS A2 51°Edition(FBC),composite panels comply with Chapter 7 Section M.Chapter 8 Section 803.Class A interior finish,and M A IN wJr• 7n9nz Chapter 26 Section 2603.All local building code amendments shall be adhered to as required, INTFRl ING CROSS SF TInN OPTIONAL TER 7 x 4. The designer shall determine by accepted engineering practice the allowable loads forsite specific load conditions(including DR_[P CAP - - _ load combinations)usingOw-data-fromthc"allowable.loads:tables and sports in.ihis approval. a -SLOPE I 4'-NAX-VIDTH-INTERCOCRING Q �CEli 5. Deflection limits and allolvablc spans have been listed to meet FBC including the HVH7,.In HVHZ,this product shall be usedt PANEL Cl/4'/FT MIN SLOPE) Pan p U 00000000,H O O� JF Na�S'EONK E. in structures-not to be considered living areas"per Section 1616 unless impact resistcncc in accordance to the HVH7. k' 0000000 EPS LuaE tLB OR 2LB 0000 FLA 1 y 0 0 0 0 0 A 0000000 requirements are met. o 0 6. Safety factor of2.0 has been use to develop allowable loads and spans from testing in accordance to the Guidelines for 00 o ALUMINUM D0rNGS OO LU Aluminum Structures Pan 1 and conforms to the FBC Chapter 16 and 20. S I FACINGS 0 c �2x6tee] 7. Testing has been conducted in accordance to ASTM F.72-05:Strength Test of Panels for Building Construction. F---CLEAR SPAN(U INSIDE TO INSIDE p0 ON, Q STAT90".,P. S. Reference test reports:Hr I'1-05-1988,Hfi l'l-06-2104•HETI-06-2066,I IL I'l-06-2105,HI:fI-06-2067,11Hf1.05-.002,1IETI- 00 �� C ORIDp' 06.2107,I IETl-05-1987,IIEfl-06-3069,I1ETI-06-2070.HETI-06-2071,f 1ETI-05-I994.IIETWS-1991.11ET1-06-2072, 00 tS G ENGINEER OF RECORD TO PROVIDE 0 HETI.Ob-2073.HETI-06.2074,HF'I'1-OS•1996,HETI-05-1989,HF:'TI-05.1993,HF.TFO5-1985.HF:1'1-05-1995.HETI-05- FOHR ROOF CONNECTIONS a ADD THIdCNESS OF o 36•MAX IN FRONT a 23r. S/ fG ZFrls SUPPORTIW STRUCTURE DETAIL BY WALL Fl1R TOTAL OO OF PANEL VIDTH 2 SHIES NAL 1990,HETI-05-1997.HF,11-05.2037,HEI'1-05-2029,HF;TI-05-2039.iff1T1-05-2030,H}�'1-05-2D41,HF,TI-05-2048.HEM- THIS of ANY OTHER ERGINCER. PANEL SPM 00 (I2'MAX AT SIDES) 05-2036.HETI-05-2031,HETI-05-2038,HETI-OS 2065.Hh•T1-05-2D40,HETI-05-2C42. 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10.Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design Frolessionals may include EPS ROOF PANEL/SPAN DESCRIPTION the strength of the fan beam 10 exceed sholvm figures as part orsite-s ecific ennineerin . SHEET I OF 1 I • I MIAMI•QADE j MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 i1805 SW 26 Street,Room 208 AFFAIRS(PERA) ' Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 .1(7 86)315-2599 NOTICE OF ACCEPTANCE (NOA) w W'.ni �mi e ova PGT Industries 1070 Technology Drive it N d 3 2018 North Venice,FL 34275 SCOPE: ^-. ....................... This NOA is being issued under the applicable rules and regulations governing the use of iconstruction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Aff 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 Coun Pro trol Section that this product or material fails to meet the requirements of the applieab1T ur i g code. This product is approved as descri rein,and has been designed to comply with the Florida Buildin de, including the High Veloci zTicane Zozze. I DESCRIPTION: es "FD-101"Outswing Aluminum French Doo —Non-Impact APPROVAL D CUMENT: Drawing No.11005-2 Rev swmg on- npac Sidelite(s)", sheets Tough 11 of 11 y manufacturer,dated 02/28/07 and a on IO/11/11, signed and sealed by Lynn Mil er,P.E.,bearing the Miami-Dadau uct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING: None: Approved Hurricane Protection,devices,complying w/FBC,as applicable are required. Limitations; 1. Use of Table 1 or 2 (sheet 1) requires full length reinforcements(item#22)for OX,XO,XXO,OXX, OXO and OXXO configurations.The lower design pressure from table 1 or table 2 shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable, 3. Nominal `/A'max, airspace is applicable for I.G. glazing with spacer item# 102. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved" noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been al revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this,NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for term ination 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 Officiall. This NOA renews NOA#11-1013.21 and consists of this page 1 and evidence pages EI 1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No 12.0516.03 MIAMFDADE COUNTY Y Expiration Date: August 02,2017 i�� �pp,pa' Date: August02,2012 Fi Copi Page 1 I NOTES: OUTSWING NON-IMPACT FRENCH DOORS) AND SIDE LITE(S) 1.GLAZING OPTIONS: 03 A.8/16"TEMPERED GLASS B.5/8"I.G.GLASS CONSISTING OF(2)LITES OF 3/16"TEMPERED GLASS WITH AN AIR SPACE BETWEEN. 30 EXTERIOR INTERIOR 2.DESIGN PRESSURES:(TABLES 1 AND 2,SHEET 1 AND TABLES 1A AND 2&SHEET 2) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. ® XTERiOR B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. rr 3.CONFIGURATIONS; Xo OP__.XXO,OXX,OXO,AND OXXO. 74 OR 75 1/2"4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 94 N 2" FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS,INCLUDING BUT NOT LIMITED TO M. STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE -`� NOA DRAWING MAP REQUIREMENTS OF THE FBC,CURRENT EDITION. 5.SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE REQUIRED. SHUTTERS MUST BE MIAMI-DADE TO SHEET COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 3/16"TEMPERED GLASS GENERAL NOTES............ 1' 6.SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT, CONFIGURATIONS.•......... 1.2 7.REFERENCES:TEST REPORT FTL-4964,ELCO TEXTRON NOA:04.0721.01,03-0226.06, 3/16"GLAZING OPTION GLAZING DETAILS........... 1 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION,ADM-2006 ALUMINUM DESIGN MANUAL DESIGN PRESSURES..•... 1 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ALT.DESIGN PRESSURES.2 BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................... 3 9.CONFIGURATION WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: VERT.SECTIONS............. 4 A.THE LOWER DESIGN PRESSURE FROM TABLE 1,OR 2.PREVAILS. HORIZ.SECTIONS........... 6 B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL 93 PARTS UST...................... 6 DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1 AND 2. ONLY REFER TO TABLES 1A AND 2A,SHEET 2 EXTRUSIONS................... 6.7 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. ANCHORAGE.................... 8-11 10.SINGLE DOORS 33 5/8"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8"WIDE OR 30 OVER COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NARROWER DOORS MAY BE USED WHERE® EXTERIOR EGRESS IS NOT REQUIRED BY CODE. ® a171M.ltiJi't�CV,lstc0 TABLE 1.pE8tON PRESSURES:OUTSWING DOORS 76 94 NOM. NNW wm O`�D ' SEE NOTE 9A AND 98 ABOVE FOR OX,XO,XXO,OXX,OXO&OXXO) ® k '10I ?! � �Il �eeet 12. p DOOR DOOR HEIGHT y WIDTH 88-79 3/4" 79-83 314" 87 3/4" 913/4" 8p-96 314'• 3/16"TEMPERED GLASS AIR SPACE X 2D 2.01/2" +76.0 -112.1 +75.0 -105.8 +75.0 -100.2 +75.0 -95.2 +75.0 -90.7 3116"TEMPERED GLASS X 27112" +76.0 -105.0 +75.0 -99.0 +76.0 -93.7 +76.0 -89.0 +75.0 -84.7 618"NOM. x 291/2" +75.0 -98.9 +75.0 -93.2 +76.0 -88.2 +75.0 -83.7 +75.0 -79.6 5/8" I.G. GLAZING OPTION X T31 112" +75.0 -93.7 +76.0 -88.3 +76.0 -83.4 +76.0 -79.1 +75.0 -76.2 X 2 331/2" +76.0 -82.3 +76.0 -82.3 +76.0 -7-0.3 +75.0 -76.1 +71.3 -71,3 TABLE 2.DESIGN PRESSURES:SIDE LITE(SEE-NOTE-9A&9B-ABOVE - a cin-oiw* mfwki" -- ftmft Code X 12" +72.9 -72.8 +72.9 -72.9 +72.8 -72.9 +71.6 -71.6 +68.0 -68.0 SIDE LITE SIDE LITE HEIGHT A .a.iv. 2-DS/6 a X 3° 37112" +65.0 -66_0 _.65.0 -65.0 +65.0 -65.0 +65.0 .65.0 +65.0 .65.0 WIDTH So-79 314" 75.83 3/4" 87 3/4" 9131q- e.96 31r, f G X 47 5.0 - 2.1 +75.0 -105.8 +76.0 -100. +75.0 -95.2 +75.0 -90.7 10 314" +75.0 -150.0 +75.0 -160.0 +75.0 -160. 30 +76.0 -160.0 +75.0 -180.0 XX 01 3/4" +76.0 -105.0 +75,0 -99.0 +75.0 -93.7 +75.0 -89.0 +75.0 -84.7 12 314" +75.0 -160.0 +75.0 -150A+76.0 =160. _Ord=160.0 XX 00 314" +75.0 -08.9 +76,0 -93.2 +75.0 -88.2 +75.0 -83.7 +75.0 .79.6 19" +76.0 -138.6 +75.0 -131.0 +75.0 -124.3 +76.0 -118.3 +76.0 -112.8 !'! .� INN /( �i ly xX 6°..69 314" +76.0 -93.1 +75.0 -68.3 +75.0 -83.4 +76.0 -79.1 +76.0 -75.2 21314" +75.0 -123. +75.0 -116A +76.0 -110.5 +75.0 -105.1 +75.0 -100.1 CF X !f 63 314 +15.0 -82.T +76.0 -82.3 +75.0 -78.3 +75.0 -76.1 +71.3 -71.3 27 3R4 +75.0 .101.1 +75.0 -95.3 +76.0 -90.2 +76.0 -85.6 +76.0 -81.3 58705 XX 67 3/4" +72.9 -72.9 +72.9 -72.9 +72.9 -72.9 +71.6 -71.6 +68.0 -6B.0 36118" +67.3 -67.3 +87.3 -67.3 +87.3 -67. +67.3 -67.3 +65.9 -65.9 ' *: �� * W XX 8° 7131W' +65.0 -65.0 +85.0 -65.0 +65.0 -65.0 +65.0 -66.0 +66.0 -65.0 1 38 314" +65.0 -66.0 +65.0 -65.0 +65.0 -0.0 +65.0 -AS +85.0 .65.0 ;Dow jaw*". �'. to I� IF �J Rbwf' am fmrarr o ADD rMR ff.Thwoa NO ES,DESIGN PRESSURES&GLAZING DETAILS '��O '•., gFLOR��� ADDNOTERCfT07A8lFdfAYAMDEXiDLSlONA7lON70QLAZfNODET f0707E0HNOLOOYDRiV6 r� F.K way 6 EMEEtMNO)EfO.AAD0L43EENEDIM. MKOM14FL3076Romki tA►i � � V ♦♦ F.,K I?7,u7 A U�ETAIRC7ADM�RHVAI��RE f NO fW mpsp po g�xr�e ALUM,FRENCH DOORS SIDE LITES,NON-IMPACT own W.UmNDKOMIr PL8av4 WNb{y Better 6w. A.LFL�P E.#�68 O6 E F. . 111"7 J.J. ?120N7 FOfOf IX 1 a 11 11005-2 O 73112"MAX. 1D9112"MAX. 143 3/4"MAX. 36 3/4" r_36 314" SEE NOTE 3- 303 14" 36 3l4" SEE NOTE 3 38 3/4" �—MAX. " 1 MAX. MAX. MAX. ��— "�'MAX. 49 49 41 j 49 / \ 95 ® I (M P' 0 j � E E E ` JE/Ef E E E Ef JE Q o o o ACT �(INACT. Q SEE NOTE 4 X OR XO SEE NOTr a OXO SEE MOTE 4 SEE Now 4 O O 41 SEE NOTE 4 71 3/4"MAX. 36 3/4'. MAX. 371/2" rrA +� 26"MAX. 33112"MAX. MAX. DLO(TYP) B tJ DLO(TYP.) M' wldr ids Fto�ea ` \ ACT. . —► ,21 r49 41 �� ®1 Q t \ Of)3/4" 103 MAX. (TY 9P.) MAX. DLO -(TYP-)—— - 40" n complying-*b teb Flerl" q""g Code - (TYP.� D C \� C F F x cr i ' inrAcr. )ca—ji 5� No S: xx 1.FOR ANCHORAGE DETAILS Sl:E SHEETS 6 THROUGH 11. `��` ��VYNN•M11� '��i� 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND b. `` 5��.''GEn1s� ' •F'I' �.� 3.SIDE LITES OVERLAP W AND'XX DOORS BY 39-WHEN ASSEMBLED 70 MAKE'OXO`AND'OXXO'CONFIGURATIONS. 4.SEE TABLES 1,1A,2,AND 2A ON SHEETS 1 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS. _ *; Nv.56105 ' 6.CLEAR OPENING FOR W AND'XX DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2.4.079) _ �6.SIDE LITE DLO WIDTH=SIDE LITE WIDTH-3114" W41SIDE LITE DLO HEIGHT=SIDE LITE HEIGHT-1 T' .AA OW 0 NOCilANOSTJilaOMW �1`S WOW '•. gTA ?� t070TECIMLOGYMM EXAMPLE ELEVATIONS %�,�'•..F�OR��P''`C� itK OtldD7 E MT !pOMPYAW"B T ADD TN AND8F60/WWAOT AND VIM=. NOKamla FL 94?Ta117 , sS���A� FA 4,%TMT A BOLT s «�rcLODATlON64R6VSR0BOIROFICAO' P.O.9QXl5?b ALUM.FRENCH DOOR&SIDE ITES NON-IMPACT A.LYFJtGrM'1L'L� A f1faw J.J. y2a(67 NOXOMt�FL34P74 Virlb{yBetrer Fara NTS 3 -ell 11005-2 � FL P.E.#587ob HEAD HEAD HEAD Z HEAD HEAD HEAD ZONE C"--I ZONE' ZONE"D" ZONE E"� _ ZONE"D"ZONE E"l co zON 0 N N XO OR OX o �ZONiEI"C"� �ZONESILI'D" I ZONEI'D"I SILL SILL ZONE"E"� �ZONESILI -1 SILL "O"__r_ZONE"E"4 SEE TABLE 3.,SHT.0 SEE TABLE 4.,SHTr,0 SE TABLE b. SHT SEE TABLE 6..SHT.10 HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD �Z"E' ZONE°F" ZONE f ZONE I.D. ZONE"F'�ZON Vr �Z ENE --ZONE"F" ZONE"F"�zONEI Ile. MitOlNC7 p/vwo soft w w w sr� o OXO p N XXO OR OXX NO 104 w w OXXO N PROBUCTRpewpo / u ennplyrow wuh the Fbgw Nwdw.Code Ace"ace - s 6,03 F'spi.,tm.Deft c7p=ZZ7 IL SILL SILL SILL SILL �-ZONE -- SILL "�ZONE-4 SILL "�� StLL ___ZONE-# -ZONE �-- SILL �_ SILL �ZONE� / S' ZONE-F_ „E„ _ .. ZONED ZONE_F „Ep „E„ ZONE-F' ZONE"F" 8E,�TABLE 7.,SHT.10 SEE TABLE 7.,SHT.10 SEE TABLE 7.,BHT.10 NOTES: 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2,1/4°ELCO 5S4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE):SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10. JAMBS(ALLI:13 IN'MAX.FROM CORNERS AND 231/8"MAX,O.C. HEAD.&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 701 MAX.O.C. ;* No yg105 0! HEAD&S1LL.OF SIDE LITES:0"MAX,FROM CORNERS AND 24 3/4"MAX.O.C. - 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. - _ J.J. famrl 0 No0x4Nomm9 er p SIN F C9.� eHe 1070,ECHMOGYDANE ANCHORAGE CONFIGURATIONS -.,p •.. fiLOR ,• ��`. EJG Mas�►n a crouroexo'ovrxo•,wcxoamxernaaf�c•>•ov M � 76 PKA ALUM.FRENCH DOOR&SIDE UTES,NON-IMPACT � '��(`-S/'SION�,tPl�:��,� Am O27N7 A AODEK4MEANCHOR1AYoUTfl8F•70NOW2 P.O.19 G78 �w, eew id. A•LgAIVMwW ,P.E. NOKOMr9 f!SIP7� Vlrtb�y Better FDf01 /VTS 8 a 91 t 100 2 C FL P.E.#b8706 F. t!lbJl77 J.J. T/28l07 TABLE 3.X DOORS TABLE 4.XX DOORS(ALSO X DOOR0F&0&OX)TABLE S.O SIDE LITE APPROVED ANCHOR TYPES:., ANCHOR 4YPE PtS A AND B ANCHOR TYPOI GLASS TYPES A AND B ANCHOR TYPE GLASS TYPES A AND B &SU83 OD I 1,2,CONCRETE &SUBSTRATE ,3,WOOD ,2,CONCRETE &SUBSTRATE 2,3,WOOD I 1,$CONCRETE 1.UV ELCO TAPCONS DOOR WIDTH@ LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTH LOAD ZONES 00 'W- 47.760 ,� "O"- 2.1/4"ELCO 584 CRETE-FLEX 10.760 TO 37.600 ti nrLI �+ Ar TO 71.760 ,g ^r ^r 70 36.760lu Su - MASONRY ANCHORS a a Q v� jj Q vs 3,#12 STEEL SCREWS(O5) s co o0 LU WIDTH x HT. WIDTH x HT a WIDTN x HT. o 0 0 0 26.600 x 79.750 7 2 10 4 2 5 47.760 x 70.750 6 6 0 4 3 5 10.760 x 79.760 4 2 4 2 83.780. 7 2 10 4 2 5 83.756 6 4 7 4 3 6 83.750 8 2 4 2 87.760 7 2 10 4 2 6 87.760 6 4 7 4 3 6 87.750 5 2 4 2 91.780 7 2 9 4 2 5 91.750 6 4 7 4 3 5 91.760 6 2 4 2 95.750 7 2 9 4 2 5 95.750 8 4 7 4 3 $ 95.760 5 2 4 2 27.600 x 79.16D 7 2 10 4 2 6 61.750 x 19.760 6 6 6 4 3 6 12.750 x 79.760 6 2 4 2 83,760 7 2 10 4 2 5 83.760 6 6 8 4 3 5 03.750 5 2 4 2 87.760 7 2 10 4 2 8 87.700 6 4 7 4 3 6 87.750 6 2 4 2 91.750 7 2 10 4 2 5 91.760 6 4 7 4 3 5 91.760 8 2 4 2 96.760 7 2 10 4 2 6 95.760 e 4 7 4 3 6 06.760 6 2 4 2 20.060 x 79.750 7 3 10 4 3 6 55.760 x 70.760 6 5 0 4 3 5 19.000 x 79.760 6 2 4 2 63,780 7 3 10 4 3 6 03.150 6 $ 8 4 3 6 63.750 6 2 4 2 07.750 7 3 10 4 3 5 87.760 6 6 8 4 3 5 87.750 6 2 4 2 AwayCrFAV..8P 91.750 7* 3 10 4 3 5 91.760 0 5 8 4 1 3 5 01.750 8 2 1 4 2 ca ft 96.760 7 3 10 4 3 5 95.780 6 4 7 4 3 6 95.750 6 2 4 2 '~ +013•Zt r,�wr•�,�1��d lZ 31.600 x 79.750 7 3 10 4 3 5 59.740 x 79.760 6 6 0 4 3 6 21.760 x 79.760 6 2 4 2 83.760 7 8 1 10 4 3 5 83.750 S. 5 B 4 3 6 83.760 6 2 4 2 67.780 7 3 10 4 3 6 87.760 6 5 8 4 3 5 87.750 6 2 4 2 91.760 7 3 10 4 3 6 91.760 6 6 8 4 3 6 91.700 8 2 4 2 08.760 7 3 10 4 3 6 95.760 6 5 8 4 3 5 03,760 6 2 4 2 33.600 x 79.780 6 3 6 4 3 6 61760 x 79.750 8 b 8 4 3 5 27.760 x 79.750 6 2 4 2 03.750 6 3 8 4 3 8 83.750 6 5 8 4 3 5 83.760 6 2 1 4 2 87.760 7 3 10 4 3 5 87.760 6 6 8 4 3 --6-_ 87.760-6--2_- _- 4---2- P710UUCT-REI 9*k0- - - -91-.750-7 NIII4 3 10 4 3 0 91.780 8 6 8 4 3 6 91.760 8 2 4 2 w dIng C°6" 'He F1°�iix Code 95.750 7 3 10 4 3 5 95.760, 6 6 8 4 3 8 95.750 8 2 4 2 5��� I2 / 35.500 x 70.750 6 3 8 4 3 5 67.750 x 70.750 5 6 8 4 3 3 36.125 x 70.760 6 3 4 3 7 83.750 6 g 1 8 4 3� 6 83.750 6 6 8' 4 3 6 83.760 6 3 4 3 87.750 6 3 1 8 4 3 $ 87.760 6 6 8 4 3 5 87.760 - - 81:760 -6--3--8 4 3 6 91.750 6 5 8 4 3 5 01.760 8 3 4 3 96.780 6 3 8 4 3 $ 05350 8 6 8 4 3 5 05.760 8 3 4 3 37.800 x 79.780 6 3 8 4 3 3 71.760 x 79.780 6 6 8 4 3 3 36.760 x 79.760 6 3 4 g 63.760 8 3 8 4 9 3 83.750 5 6 8 4 3 3 63.750 5 3 4 3 `� ���.JGENSS. 87.760 6 3 8 4 3 0 67.780 6 $ 8 4 3 5 87.760 8 9 4 3 Z 91.760 8 3 0 4 3 6 91.780 8 6 8 < 3 6 91.760 8 3 4 3 _ No• 96.760 8 3 8 4 3 5 M769 6 6 0 4 3 B 95.760 8 3 4 3 u„en,w,. �'0.'• STAB p� :Zw� r.� MOM c N00HAH08lHIO&WET f0)07ECHHOLO3YpRIVB Wift-OWN ANCHOR QTY.PER LOADZONE TABLES 3 4&S ',f'O,c•., FLOa�QA �a� >{k "o7 a ADDVWMrAs> V,Mg..10-T0TWLE4F0Rx0AND0XD0M. MKOMIQ FL34276 .FSSIOi`lA�;,• ALUM.FRENCH DOOR&SIDE LITES,NON-IMPACT RK armor A ADD EA.zOHsrorAsr.c.r'P'.UPDA76All.rABL68Di3&71DDPR6VfBIDAS W. VAUN�Kjf5RK �d T/at►/bb'Berear 1/A1�" anuhor� tee A.LYNI��IIt'�LElI�,,P.E. f?fF 1H"T J.J. 2/28107 FOfO! NA 8 a 11 t 100fr2 C FL P.E.#68706