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HomeMy WebLinkAboutProduct Approval M IAMI•DADE MIAMI—DADE COUNTY,FLORIDA G PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govlecanonw PGT Industries 1070 Technology Drive North Venice,FL 34275 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 hereiir, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series°LPW 701/720/820"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-,820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 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 Jaime D. Gascon,P.E. NOA No. 134502.03 MIAMI RADE COUNTY ! 9'k Expiration Date: February 19,2019 � f Approval Date: July18,2013 Page 1 r ti PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTI--7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P. E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FSC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and FTL--3850, dated'07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Srsbtititted tttt der previous NOA No. 03-1105.0.1) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502..03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer" dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.T.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIasOO Interlayer"dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12, signed by Jaime D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D.Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 GENERAL NOTES:SERIES 7201820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&SMALL 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 46"TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). �- 47'BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4'VISIBLE 45-if4'VISIBLE _ 45-1/4'VISIBLE , WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCE•RENE\VED INSTALLATIONS ABOVE WIN THE HVHZ,THE OUTBOARDF, I I i 6'MAX. ��1 6"MAX. F,SHEET 8 2"MAX. m complyh,g v�Ith the FloriJn LITE(CAP)MUST TEMPERED. B,SHEET 6� D,SHEET 7-I H.SHEET 9 Building Codo Acceptance N'o 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I y - ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS tdlmil Dado Product WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRYA I A 0 I C E,SHEET 8 I E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 8 SHEET 6 BUCK SHEET 7 95" SHEET 7 G,SHEET 9 G, HEET 9 1 Bfi" L I HEIGHT } I BUCK 4)ALL WOOD DUCKS LESS THAN I-1Y2'THICK ARE TOBE _ ______ L_ _ _______ I _. ______ a CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE r HEIGHT T 93-1/4' > OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 92-1/4' i ; a WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR 12'MAX. VISIBLE 12'MAX. 93.114' VISIBLE LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. LIGHT O.C. I VISIBLE 6'MAX. I a DESIGNED TO PROPERLY TRANSFER LOADS TOTHE HEIGHT LIGHT O.C. HEIGHT STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION'S T I / 98• / HEIGHT I / 96' Y _ THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR BUCK TIP-TO - — HEIGHT > U ARCHITECT OF RECORD,(AOR). I TIP I •- 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE i HEIGHT i i p O0) o BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 N 010 1 p Cop 4 04 SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1 i 1 I I O ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION _ J 01 M p W7Ft ANCHORS SHOULD BE SEALED.OVERALL I L ZZ LL �{Jy- � F.SHEETS ] urw0 O SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF g• B yj )� 12"MAX.O.C. 6' �D-yl �- 12'MAX.O.C. H,SHEET 9 =W —W W � INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET 6 MAX SHEET 7 2'MAX U U_ X-- O THE SCOPE OF THESE INSTRUCTIONS. 6"MAX O C w Z m O q eN 6)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHORTYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION C, O p v' Z p 00 LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) z D:z °.' O T SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING F- Q APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK r W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. `S� rn .6 1aa45 7)DESIGN PRESSURES: GENERAL NOTES........................1 'ANCHOR SPACING TO BE 6-MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® rn Z c/) U A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE ELEVATIONS................................1 /J `� MEMBERS,SEE FIGURE 1,THIS SHEET. 3: F F- TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O Z E1300-09. DESIGN PRESSURES..................2-5 12"O.C. )- WIDTH =-i I""_WIDTH--I �—WIDTH—�-{ I^-WIDTH -�{ Q Z z eleaS B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. / r——— ———-� T -1 T E— -T f 1 U.O z N cQv PRESSURE,STRUCTURAU CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 ANALYSIS AND GLASS PER ASTM El2t)M9. INSTALLATION,INT.FIN A...........8 I ! FS F= I p n T INSTALLATION,INT.FIN B...........9 " / c7 c7 S2 O W Z a-a - DESIGNED THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...................10 6, = I I = I = I I r I I U DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 MAX 1 i m L J L— J LL •aso0 sauas TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS PARTS LIST.......... -L - — INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR I WIDTH WIDTH WIDTH WIDTH-H \`\\\1f TABLE 1: r— —-7 r LYNN d THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT T� <J�,,, COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Sheet \��.Z.�.• ••,F� Description `� \GENS[; SHALL MEET THE REQUIREMENTS OF THE FLORIDA N f/ (9 �J/ /�/ E9 // BUILDING CODE FOR CORROSION RESISTANCE. 1 7116'Laml 3/18'An-.090"PVB-3116'HB 2 9) S'� tv Y� W SW 9r e• •*'� 2 7116'Laml 3116'HS-.090'PVB-3116'HS 2 =` _ _ _11 =7r: (40,58705 r 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 3 1-1116'Laml.IG 3116'T-7116-Air-3116'An-.090'PVB-3/16-H9 3 1 — L— —J 1 L J = p D� ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA 4 1.1116"LamI.IG(3116"T-7116'Air-3116'HS-.090'PVB-3fl6'HS) 3 vLVlJ I't, 111_ NDS FOR WOOD CONSTRUCTION-(2005)AND ADM WIDTH -( I-- WIDTH�•{ fr--WIDTH YI f+-WIDTH-►{ '-13•• '� ) 5 7116'Lam1311V An-.090"SG-3/16"An 4 �_ _ F •.'j� ALUMINUM DESIGN MANUAL-(2005). — —— r——— r— 1 — STAT 6 7116"LamI 3/16'HS-.090'SG-3/16"HS 4 r 7 1.1116"LamI.IG3116"T-7116'Air-3116'An-.090"SG.3116'An 5 �� �� �� ���'� FLOR\O�•• �\ 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 HS �i F ••'•• C��� SERIES USES AN SG INTERLAYER,THE 720 AND 820 SERIES 6 1.1116"Leml.10(3118"T-7116'Air-3116'FLS-.090"SG-3/10"HS 5 w W W MAY ALSO BE REFERRED AS THE 701 SERIES. ENEMOURS 8 CO.,ENCRYGLAS INTERLAYER'BY E.I.DUPONT = Y x I x I I x 11I 11 I t t 1 1 1 11 1A.LYNN MILLER,P.E. P.E.N 56705 r TABLE 2: Window Design Pressure(+f-,psQ for Glass Type 1 Long Side(In) 7116'LAMINATED 67-718 72 76 80 84 88 92 96 100 104 1 109.112 GLASS STACK 30 +1-80 +1.80 +1.80 +/-80 +1.80 +1.80 +1.80 +1.80 al-8D +1-80 +1-80 32 +/-80 +I-80 +1-80 +1.80 +IAO +1-80 +1-80 +1.80 +1-80 +I-80 +1-80 .090'PVB INTERLAYER 34 +/-80 +1-80 +/-80 +1-80 +1.80 +1-80 +/-80 +1.80 +1-80 +/-79.8 +1-79.4 3118'HEAT STRENGTHENED GLASS 36 +/-80 +1-60 +1.80 +1.80 +TAO +/•80 +/-79.7 +/-77.2 +l-75.1 +1.73.4 +1-72.2 3116'ANNEALED GLASS • 38 +1.80 +/-80 +1-80 +1-60 +1A0 +1.78.1 +1.75.2 +/-725 +1-70.3 +1-68.5 +1.66.3 PROgUCTE1.TIEWED 40 +1-80 +I-80 +1.80 +1.79.8 +1-77.2 +1-74.3 +/-71.3 +/•67.9 +1-65.1 +1.83.4 +1.61.8 )3ildina ngw18�thepladdn 4 „ Acce(np Code 42 +h80 +1•80 +1.60 .1-77.4 +1-74.3 +1.71.3 +1-88.2 +1-64.7 +1-61.8 +/59.8 +1-58.2 Acaptnnce No J 44 +1-80 +1-80 +1-78.9 +1-75.4 +/-72.1 +1.689 +/-65.6 +/-622 +159.7 +/57.5 .USED AT CURVED Exyfrefim Dah s. 46 +1-80 +1-80 +/-77.2 +1-73.6 +1-70.1 +1-68.8 +/.63.5 +/-80.3 +/57.7 FRAME MEMBERS ONLY 29 5/8" Ir-- LONG SIDE H/y�,l/\ 48 +1•80 R41-79.3 +1•75.6 +1•71.9 +1-68.3 +l-84.9 +1-61.5 +/-58.2 @ 11-7/8"O.C.MAX. GLASS BITEDw 50 +1.00 +1.74.1 +1-70.3 +1-66.7 a/-63.1 +1-59.7T' Mtpmi Deck Pcaduct Conlro 52 +/-79.1 +1-72.4 +1-68.8 +1-65.1 +/11.5 SHORT 54 +1-77.4 +1-70.5 +1-81.3 +113.5+1-75.8 +1-68.8 +1-65.3 EXT R 20 13Sl68 +1.74.23 +1.66.860 +1-7277 +/-65 62 +1.71.21 GLASS TYPE 1 64 +119.75 ' 88 +/-88.3 -I••- LONG SIDE -►i � 87-718 +/17 -7f NOTES: W M Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SSIDET 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. of `- 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ,n 0 04 C7 N n +loo 0 04 N TABLE DIMENSIONS MAYBE 0 0 w •� N ORIENTED VERTICALLY OR O-j Z 4e Ir HORIZONTALLY AS SHOWN. Z t1 m � u.uo,0 0 V X D d o LU- 0:E m _ TABLE 3: - F w m O U' 9M0 Window Design Pressure(+/.,pso for Glass Type 3 �/ o! Q O 0 .-z az .� � LL 07-718 72 76 80 84 Long as fIn) 92 96 100 104 109-112 1-1/16'NOM. J � O 30 +1-80 +f•80 a/-80 +/-80 +/-80 +110 +/-80 +1.80 +1-80 a/.80 +/-BO GLASS STACK D N GLASS STACK F- 32 +1-80 +/•80 +1.6D +/-so +/AO +110 +/-80 +/•80 +1-80 a/-80 +/•603/16"HEAT _I SHORT `� y LU Ia'4S 34 +1-80 +/-so +1.80 +1-80 +1A0 +1.80 +/-60 +/10 +1-80 +1-80 +1-80 STRENGTHENED GLASS 'l SIDE ® m z � 36 +1-80 +1-80 +110 +1.80 +/-60 +/-80 +1-80 +1-80 +1.80 +/-80 +1-80 3116'TEMPERED GLASS • O 38 +I-80 +1-80 +1-80 +1.60 +1-60 +1-80 +1-80 +/•80 +1.79.4 +1.76.4 +1-74.3 3116'ANNEALED GLASS � Z 40 +1.80. +1-80 +/.80 +1.80 +IAO +/.80 +/-80 +/-70.7 +/-73.5 +1.70.9 +119 I/i 6'AIR SPACE .090"PVB O W 42 +1.80 +1-60 +/-60 +1-80 +1AO +1.80 +1.77 +1-73.1 +1-69.0 +1.68.9 +/-65.2 11 INTERLAYER LL Z d al°'S 44 +1-80 +1-80 +/-80 +1A0 +/AO +1-77.8 +/.74,1 +1-70.3 +1-67.5 +113.9 48 +I-80 +1.80 +/AO +1-80 +1-79.2 +1.75.4 +1-71.7 +/.68.1 a1-65.1 5 LONG Z n N v 48 +1-80 41-80 -1-80 H•80 +1•77.2 +1-73.3 +119.5 +1.65.8 USED AT CURVED SIDE w C] � rn 50 +1-80 +/10 +l-00 +/-79.4 +1-75.3 +1-71.3 +1-67.5 FRAME MEMBERS ONLY 29 518' v X W (L d 52 +1•80 4/-80 +/AD +/-77.7 +1-73.5 +/19.5 @ 11-7/8'O.C.MAX. GLASS BITE y 54 +f-80 +1-80 +1-79.6 +/-76 +/-71.8 1-3 sgl •�seE sellas 56 +/-80 +1.80 +/.77.5 +1-73.8 58 +1.80 +1-79.4 +/-75.4 EXTERIOR \`11111111111/17/7 60 +1.80 +1.77.6 +1-73.5 (L-I E2 +1.80 +1.75.6 HYD 22 21 13 _I SHORT I `����ONV LYNN qf�e` 64 +/-788 +1-74 'I SIDE \P�•�•.• ,%CENSE•-••1,1 W I +/-772 I GLASS TYPE 3 *% 87.7/8 +1-74.9 _ ' No.58705 NOTES: - tF/:- 19 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A �3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STA'%NA, , A.LYNN MILLER,P.E. PXX 58705 TABLE 4: Window Design Pressure(+f-,pso for Glass Types 2&4 Long Side(in) 67-7/8 72 76 60 84 68 92. 96 100 104 109.112 112 1 116 120 124 128 132 136 140 144 30 +1-80 +1.80 +1.80 +1-80 +/-80 +1.80 +1.80 +1-80 +1-80 +/-80 +1-80 +/.80 +1-80 +/-80 +1-80 +1-80 +/-80 +1.80 +/-60 +1.80 32 +/-80 +/•80 +1-80 +/-80 +/-80 +/.80 +1.80 +/-80 +/-80 +/-80 +1-80 +1.80 +1-80 +/-80 +1-80 +1-80 +1-80 +1.80 +1-80 34 +/-80 +1-80 +1-80 +680 +1-80 +1.80 +1-80 +1-80 +I-80 +/-80 +1.80 +1-80 +1-80 +1.80 +1-80 +1-80 +/-80 36 +1-80 +1-80 +1-80 +1-80 +/-80 +1.80 +1.80 +/-80 +1-80 +1.80 +1-80 +1.80 +1-80 +1.80 +I-87 +/-80 imuer RENL'WIiD 38 +/-80 +1.80 +1.60 +/-80 +/-80 +1-80 +1.80 +1-80 +1-80 +1-80 +1-80 0.80 +1.80 +/-00 comPlyu�g wish dto Fimic6+rj//'� God 40 +/•80 +1-BO +/-80 +1-80 +/-BO +1-80 +1.80 +1-80 +I-80 +1.80 +1.80 +1.80 3Wlding Codo coeptmce No 42 N-80 N-BO H-80 +1-80 +1-80 H-80 +1-80 +/-BO +1-80 +/-80 +1.80 � I)ato LO,, 44 4-80 +1.80 +1.80 +1.80 +/-80 +1-80 +1-80 +1-80 +1.80 +1.80 46 N-80 H-80 +1.80 +1.80 +/-80 +1-80 +1-80 +1-80 +1-80 Y 48 +/-80 +/-80 +1-80 +1-80 +/-80 +1.80 +/-80 +1-80 Mlsmf Dodo Promus rn 50 +1.80 +1.80 +1.80 +1-80 +1-80 +1-80 +1-80 e Q 52 +1-80 +1-80 +l-80 +1-80 +/-80 +1-79.1 0! 54 +/-80 N-80 +/-80 +1-80 H-76.6 z 56 +1-80 +1-80 +/-80 +1.79.1 58 +1.80 +1-80 +1.80 80 +1.80 +1-80 +1-79.3 n 62 +1-80 +/-80 64 +1-80 +1.80 60 +/-80 67-718 +1-80 W M `L NOTES: > 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. r 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N atop p m N U) d 0 J 0 M C3 Z r 0-1 LL LL [o J unoi0 D U W U XD o 0 W z O`L W 5 'oN 1-1116'NOM. _ TABLE DIMENSIONS MAY BE ~o> 0]O `� O 9/aa GLASS STACK ORIENTED VERTICALLY OR O O Z o 7/16'LAMINATED HORIZONTALLY AS SHOWN. N tL 7/16'LAMINATED Z d Z r O 0US 4 GLASS STACK GLASS STACK ~ JLONG O .090'PVB INTERLAYER 3116'TEMPERED GLASS • 3116'HEAT STRENGTHENED GLASS SIDE Q co 3116'HEAT • 3116'HEAT STRENGTHENED GLASS �.- LONG SIDE j U) W 7 4s 3/16'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16'AIR SPACE .090'PVB INTERLAYER © Z ? °N 4 11 11 SHORT O W Z 6 SIDE USED AT CURVED _I SHORT I < O Wd'. USED AT CURVED y �_7 Z FRAME MEMBERS ONLY 2g 6/g' 518' + SIDE u' CL @ 11-718'O.C.MAX. FRAME MEMBERS ONLY 29 O cc GLASS BITE @ 11-7/8'O.C.MAX, GLASS BITE H Z N C11 1-3 1-3 W O �� EXTERIOR EXTERIOR �- LONG SIDE -�I } LL a a (� 20 13 a 22 21 13 a111 'asap salsas Y" GLASS TYPE 2 GLASS TYPE 4 SS DET sloE � .�1�,YNNlhfl���,��/ �•� �1GENSF '.,'P i No.58705 SHORT - W J AAIE - SIDE '•� S� I ` F �i��T�s•.Ff.OR10f�.•��y\� A.LYNN MILLER,P.E. P.E.N 68705 TABLE 5: Window Design Pressure(+/•,psf)for Glass Type 5 Long Side(In) 7/16'LAMINATED 67.718 72 76 60 84 Be 92 96 100 104 109.112 GLASS STACK 30 +901-125.4 +901.120 +901.115.5 +90'-111.5 +901-108.5 +901-106 +901-104.5 +901-103.5 +90'-1025 +901-100.7 +90'-97.9 •090'SG INTERLAYER 32 +901-116.9 +9d-110.8 +901.105.3 +90'-101.6 +901-98.7 +901-95.7 +901-92.3 +901-90.6 +901-90.3 +1-89.9 +1.89 34 +901-108.9 +901-103 +901-98.8 +901-95.1 +901-91.8 +1.88.2 +1-84.4 +1.81.5 +150.1 +1-79.8 +1-79.4 3116"ANNEALED GLASS 36 +901.102.6 +90'-97.1 +901-928 +/.88.9 485.5 +1.826 +/-79.7 +/-77.2 +/•75.1 +/-73.4 +/-72.2 3116'ANNEALED GLASS 38 +901-98.4 +901-92.2 +/-86.7 +1-83.2 +1-80.7 +/_78.1 +1-75.2 +1.725 +1-70.3 +1-88.5 +/-68.3 PRODUCT RBNL'N'LID 40 +901-94.6 +I-88.2 +/-82.6 +1•79.8 +1.77.2 +/-74.3 +1-71.3 +/•67.9 +155.1 +1-63.4 +1-61.6 4 11 complybiBwid jb.:lo idu 42 +901-91.3 +1.84.7 +1.80.7 +1-77.4 +1-74.3 +/-71.3 +1-68.2 +1-64.7 +151.6 +1-59.8 +1-58.2 USED AT CURVED uildln6.Codo 44 +158,3 +1-82.4 +/-78.9 +1-75.4 +1.721 +1-6119 +155.6 +1522 +159.7 +/•57.5 pa�Q�.. _ 2029 € FRAME MEMBERS ONLY 29 5/8' m 46 +1.85.4 +1.80.8 +1-77.2 +/•73.8 +/-70.1 +/-68.8 +153.5 +1-60.3 +157.7 @ 11-718'O.C.MAX. GLASS BITE I►-- LONG SIDE m 48 +1-827 +1-79.3 +1-75.8 +1-71.9 +1-68.3 +/-84.9 +1-61.5 +15&2 T U5 50 +1-80.9 +1-77.5 +1-74.1 +/-70.3 +1.66.7 +1-63.1 +1-59.7 1-3 } 11 lNisml Dade Pmducl Control e -2 52 +1-79.1 +1.75.6 +1.72.4 +/-68.8 +1-65.1 +1.61.5 SHORT 0) 54 +/-77.4 +1.73.0 +/-70.5 +1-67.3 +1-63.5 EXTERIOR SIDE 56 +1-75.8 N-72 +158.8 +155.3 20 13 58 +1.74.2 +1-70.3 +1-66.8 60 +1-727 .-1-68.7 +/-65 GLASS TYPE 5 a 82 +1-71.2 +1.67.1 n 64 +1.69.7 +1.65.5 I-+- LONG SIDE 66 +1-68.3 67-716 +1-87 NOTES: �/ LLl Y 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT Boa 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a .a, O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. In o 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. C-N ^ 0100 0 Non N TABLE DIMENSIONS MAY BE 0 chi W ORIENTED VERTICALLY OR Z 1% LL °A1O10 HORIZONTALLY AS SHOWN. co W 00 X 6 TABLE 6: H W 000 0 00 � OA10 Window Design Pressure(+/-,psf)for Glass'lype7 6/ o> O0 v z ro o y, rn O Long Side(n) Z 0.Z .� Q J IL O 87-718 72 76 80 84 08 92 96 100 104 109.112 1-1/16'NOM. 30 +901-130 +901-130 +90'-130 +901-126 +901-122.6 +901-119.8 +901-118.1 +901-117 +90'-115.8 +901-1127 +9W-109.9 GLASS STACK 7116'LAMINATED 32 +901.130 +90'-125.1 +901-118.9 +90'-114.8 +901-111.5 +901-108.1 +901-104.3 +901-1024 +901402 +901-101.4 +90'-99.7 GLASS STACK 34 +901.123.1 +90'•118.4 +901-111.7 +90'-107.5 +901.103.6 +901-99.7 +901-95.3 +90!•921 +901-90.5 +/-90 +/-89.6 SHORT m U) W Iea4S 36 +901-116 +90'•109.8 +901.104.8 +90'-10D.5 +901-9&6 +901-93.3 +1-90 +1-87.3 +/-84.9 +152.3 +1-81.2 3/16"TEMPERED GLASS • 3718'ANNEALED GLASS SIDE 0 V, Z 7 U) 3116'ANNEALED GLASS 38 +901-111.2 +90'-104.2 r901•97.9 +901-94 +901-91.1 +/•88.2. +1.84.9 +1.81.9 +/-79.4 +/-78.4 +1-74.3 � !A F- 40 +901-106.9 +901-99.6 +901.93.4 +90'-90.1 +/-87.2 +/-04 +/•80.5 +1-76.7 +1.73.5 +/-70.9 +1-69 7116'AIR SPACE ,090'SG INTERLAYER 0 W Z 42 +901-103.2 +90'-95.7 +901-91.2 +1.87.4 +154 +1.80.6 +1.77 +/-731 +159.6 +1-60.9 +/-65.2 ¢ Z a ul-S 44 +901-99.7 +110'-93.1 +1-89.1 +/-85.2 +/51.4 +/-77.8 +1-74.1 +/-70.3 +157.5 +l-83.9 11 p D• 0 0 46 +901.96.5 +90'-91.3 +1-87.2 +1-03.2 +/-79.2 +/-75,4 +1-71.7 +1-68.1 +/-65.1 5 LONG Z r 04 N co 48 +901.93.5 +1-89.6 +1-85.4 +l-87.2 +1-77.2 +/-73.3 +/59.5 +l-85.8 USED AT CURVED SIDE w W 50 +901-91.4 +/•87.8 +/-83.7 +/-79.4 +1-75.3 +1-71.3 +/57.5 FRAME MEMBERS ONLY 29 578' O X m 52 +/-89.4 +/-85.5 +1.81.8 +/-T7.7 +/-73.5 +/-69.5 @ 11-718'O.C.MAX. GLASS BITE -ills o ❑ 54 +/-87.5 +1-83.4 +1-79.6 +1.76 +1-71.8 1-3 )I1 •ase0 saVos 56 +/-05.8 +1-81.4 +1-77.5 +/-73.8 58 8 EXTERIOR 60 +/--821 +177.6 +1-73.5 22 21 13 SHORT \��`�\pN�•LYNNq���/�i,� 62 +/-80.4 H•75.9 SIDE 84 +1.78.8 +1.74 ` P?.'' \CENgF'•.�F,p s6 +1.77.2 GLASS TYPE 7 67-718 +/-74.9 11 ' No.58705 ••• NOTES: '>"V�m,; _ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. )q 7 ) l3 W 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE F -z 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. C "4OR70?.•�G��` ONA1 A.LYNN MILLER,P.E. P.E.6 68705 TABLE 7: Window Design Pressure(+l•,pso for Glass Types 6&8 Long Side(In) 67-718 72 76 80 84 88 92 96 100 104 109-112 112 1 118 120 124 128 132 138 140 144 30 +901-137 +901-130 +901-130 +901-130 +901-130 +901-17.0 +901.130 +901-130 +901.130 +901.130 +901.130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 32 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901430 +901-137 +901-130 +901-130 +901.130 +901-130 +901-130 1 +901-130 34 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +901.130 +901.130 +901-130 +901+130 +901-130 +901-130 1 IRODUCT RBNEWED 36 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 6 oomplyln8 whh the Florida 38 +901.130 +901-130 ♦901.130 .901-130 +901-130 +901-130 +901.130 +901-130 +901.130 +901-130 +901-130 +901.130 +901.129.2 +901-127.3 guilding cadttO 40 +901430 +901-130 +901.130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-126.8 +901-123.2 +901-122 Coeptmxe No.Q(r�����- O 42 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.3 +901.123.2 +901-119.7 +901-116.4 _ 44 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +9(Y-124.5 +901-119.4 +901-115 �- 46 +901-130 +901-130 +901-130 1 +901-130 +901-130 +901-130 +901-128.9 +90'-120.5 +90'-115.3 µ�s,{ ede Pfodocl Conlro 48 +901-130 +901-130 +901-130 +901-130 +901-130 +90'-129.7 +901-123 +901-116.5 rn 50 +901.130 +901-130 +901-130 +901-130 +901-130 +901-126.2+89.41-119. C F 52 +901-130 +001-130 +901-130 +901-130 +901.130 +08.61-123 In 54 +901-130 +901-130 +901-130 +901-130 +88.81-127.1 50 +901-130 +901-130 +901-130 +89.41-129 50 +901.130 +901-130 +901.130 K 60 +901-130 +901-130 +89.61.129. n 62 +901-130 +901-130 ' 64 +901-130 +901-130 66 +901-130 87-716 +901-130 m Y NOTES: a N nay 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. Q 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. ❑ o 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. N r s1o0 p cV 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O cq c w N O J N J Oo Z ,(8 r Z LL �LL CO J umo�0 ❑ =LLI r� r W UU X— o ❑_ W Z O 2 40 D aN TABLE DIMENSIONS MAY BE C3 W m Y �` 0/r0 ORIENTED VERTICALLY OR o> R O ZO d' 1-1116•NOM. HORIZONTALLY AS SHOWN. `"Z d Z `� w It GLASS STACK 7116'LAMINATED .�J 7/16'LAMINATED LONG g --f O GLASS STACK I GLASS STACK SIDEto Q 3N 6'HEAT STRENGTHENED GLASS �— LONG SIDE .090'SG INTERLAYER 3/18•TEMPERED GLASS v to W 1aa4S 3116'HEAT *ACE 'HEAT STRENGTHENED GLASS 0 m Z W 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711 'SG INTERLAYER SHORT v F5 O ( F" 4 17 SIDE I SHORT I-- ¢ z LU 0_' Z —►{ 1— ofo�g USED AT CURVED - i SIDE 0 § Z EL N 04 USED AT CURVED t= 1..op FRAME MEMBERS ONLY Zg 518' ' 11-718'O.C.MAX. GLASS BITE FRAME MEMBERS ONLYGLASSBITE w W Q 11x18.O.C.MAX. X w a x 1-3 �-� LONG SIDE �i ILL. ❑ T af11 'aso0 sauag EXTERIOR EXTER ! 20 13 a SHORT /�/ SOpE \ ��II11LYNN GLASS TYPE 6 GLASS TYPE 8 �ON��CENSFM/���p No.58705 7Y'_ �11 it SHORT SIDE ��O••. STAT L r F; 0NAk- A.LYNN MILLER,P.E. P.E.1F 58705 'LJ 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE NOTE 2,THIS SHEET TYPE TYPE EMBEDMENT INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, •' TYPE A 114'MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP.ANCHOR TYPE.EMBEDMENTAND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODU('1'RENEWED EDGE 5 SEE TABLE 8,THIS SHEET m oorliPlying with the Florida •••� DISTANCE Bulldhtg Godo�1 2 /"•n/ �114'MAX " Acaytance N2 /go1 1 SHIM 1 B Com•+ 4 TYP.ANCHOR TYPE, Mraaif ode Product Conhot EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, > SEE TABLE 8,THIS SHEET a USED AT CURVED 11 w EXTERIOR 29 FRAME MEMBERS ONLY °.� ••'•e � Q211-7/8.0.C.MAX. 4 11 .:•p'; "t CONCRETE/CMU , 5 > PERANCHOR Imo— VISIBLE LIGHT WIDTH= REQUIREMENT WINDOW BUCK WIDTH-2-3/4' WINDOW BUCK WIDTH CONCRETE/CMU WINDOW EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a W •naa BUCK REQUIREMENT �. .- 3 HEIGHT 1/4'MAX.SHIM -�I HORIZONTAL SECTION A-A } v aop U) N TIP-TO-TIP 00 W , N WINDOW #12 STEEL -� HEIGHT VISIBLE O LL N J o Z s n SELF-DRILLING SMS Z li M LL (0 uM p p LIGHT (G5),SEE TABLE 8, TABLE 8: =LLj r UI 2 HEIGHT= THIS SHEET Min.Edge Max O.C. U U X 9 m 0 WINDOW Anchor Substrate Distance Min.Embedment Spacing UI Z O E5 '2N BUCK P.T.Southern Pine(SG=0.55) 9116' 1-3 8' 12' CD W m Y 9/AO HEIGHT- INSTALLATION #12 or#1441055 Screw Aluminum,6083-T5 min. 318' 0.003•' 12' o> 00 O o 2.314' A36Steel 318- 0.063•' 12• Z D.Z `- METHOD D Steel Stud,Or.33 min. 318' 0.045 18 Ga' 12' g LL O INSTALLATION ANCHOR P.T.Southam Pine(9G=0.55) 9116' 1318' 12' co UNDERNEATH THE #12 or#14 Steel Screw(05) Aluminum,6063-T5 min. 318• 0.063•' 12' Z BEADING p38 Steel 318' 0.003'• O 12' F- EXTERIOR �$, Steel Stud,GG z 33 min. 318' 0.045" 18 Ge ' 12' 0 � Z II Ungrouted CMU,(ASTM 090) 2.112- 1-1/4' 12' `+ J (q MIAMI-DADE APPROVED MULLION ilV 410 SS CreleFlex F-. Concrete(min.3.35 ksi) 1' 1314' 12' C Q 21 (SEE SEPERATE NDA),ALUMINUM, O H Z Concrete(min.2.85 ksl 1' 1.314• 12' 8 STEEL FRAMING OR STEEL STUD. Q Z '1225 SEE SUBSTRATE PROPERTIES, 114'Steel Ullmcon Concrete(min.2.85 kaq 2.112' 1-316' 12' u. Z_ Z Ungrouted CMU,(ASTM 090) 2.112' 1-114' 12' O o O 5 TABLE 8,THIS SHEET n N X1/4'MAX SHIM Grouted CMU,ASTM 090 2•tl2' 1.314' 12' c4 Concrete(min.3.5 ksl) 1-1/4' 1314• 12' w W Z 5116'Steal Ulhecon Gmuled CMU ASTM -80 2-112' 1-3(4' 12' •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL tL2111 •2sap sauaS 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET N.(LYNN 4/4!�'''�i • CONCRETE PER `•��,.•�GENSF'•,FSA �� EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT Q' ••.�C -�C .•s. ' �- No.58705 _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE :-p.•, 1 !3 1•LLl= INSTALLATION �— EDGE TYp,ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2"THICK OR GREATER. S A E COF tC/` DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING O TYPES SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. Ii C '''.. ... ��; VERTICAL SECTION B-B � SS/ONN-�C`�� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. //111 1 1 1 1 t t 1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.fI 68705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE G TYPE F EMBEDMENT 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION (� i/4'MAX TYPEE EMBEDMENT I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE EDGE ?+`•. OB SEE TABLE 9,THIS SHEET DISTANCE PRODUCT RENEWED DISTANCE complying wl0r the Florkln Wlding Coda t 2.QO 114 MAX 2 capterrca No�Q4¢� 1 2 SHIM .�irtuian `�� 9Y 4 TYP.ANCHOR TYPE, Miami Dade Product Conlro EMBEDMENT AND EDGE , 11 DISTANCE PER SUBSTRATE, 11 SEE TABLE 9,THIS SHEET EXTERIOR p EXTERIOR USED AT CURVED < > 29 FRAME MEMBERS ONLY .. >. ,•. 4 11 @ 11-718'O.C.MAX. VISIBLE LIGHT WIDTH CONCRETE/CMUPERANCHORWINDOW BUCK WIDTH-2-314' REQ IREMENT WINDOW BUCK WIDTH CONCRETE/CMU M nag WINDOW PERANCHOR j a BUCK HORIZONTAL SECTION C-C REQUIREMENT E HEIGHT 1/4'MAX.SHIM I+ ❑ �h U) o }^ t atop O N #12 STEEL N 04 (n a o SELF-DRILLING STABLEMS 2.1LU VISIBLE (GS) THIS EE SHEET TABLE 9: z LL Lo LL (D J u'ND 0 ❑ LIGHT ` HEIGHT= Min.Edge Max O.C. =W {pj `- W WINDOW Anchor Subslrale Distance Min.Embedment Spacing W U O a0 O= 'aN BUCK P.T.Southern Pine SG=0.55) 9/16, 13 8' 12' t-W m O (7 0110 HEIGHT- Aluminum,6063-T5 min. 318' 0.083' 2' O Y #12or#14410 SS Serew O O v Z o 2-314 INSTALLATION A36Steel 318' 0,063' 12' z a z °' O r TYPE H Steel Stud,Or.33 min. 318' 0.045' 18 Ge • 12• H z O P.T.Southam Pino(SG=0.55) 9116• 1.918' 12' g O EXTERIOR Aluminum,6063-T5 min. 318• 0.063'' 12' J 1— r #12 or#14 Steel Screw(G5) ¢ n A36 Steel 316' 0.083'• 12' •� Steel Stud,Gr.33 min. 318' 0.04Y(18 Ga)• I 1T 0 °�' rn -j 1aa45 UngrouNd CMU,(ASTM G90) 2-11T 1-114' 1T °' z 1Q-. MIAMI-DADE APPROVED MULLION 1/4'410 SS CreteFlez ❑ 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 ksl) 1' 1-314' 12' 3O Z Z B STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksl) 1' 1.314' 12' SEE SUBSTRATE PROPERTIES, Concrete(min.2.85 kat) 2.1IT 1318' 12' ¢ Z O 71-Ts 1J4'Steel Ullmcon u. W TABLE 9,THIS SHEET Ungrouted CMU,(ASTM G9D) 2-1lT 1•tl4' 12' O _j 0 0 5 �1Grouted CMU, ASTM G90 2-1/2' 1314' 12' 1= Q ¢ n m ld'MAX SHIM 5110'Steel Ultmcon Concrete(min.3.5 ksU 1-114' 1314- 12' ,K,t W - 3 Grouted CMU,(ASTM CSO) 2-11T 1314' 12' D- ' 1X WOOD BUCKSTRIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. u• W opt rosaO sauaS SEE NOTE 2,THIS SHEET LYNN '•"P': CONCRETE PER �5��.•'•1,+CENSg EMBEDMENT ANCHOR INSTALLATION NOTES: -•4., a �" REQUIREMENT *:• N0.58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ STAT SO ( INSTALLATION t'� •EDGE .• �•, 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112•.1X WOOD DUCKS ARE I -'U -7 TYPE F DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL F UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X'ARE 1.112'THICK OR GREATER. !!F 1C/ AND EDGE DISTANCE PER INSTALLATON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING 0, S SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. ��/(C`s �ORIO?'.•�C;\� VERTICAL SECTION D-D 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. lrlrlln`` _ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#63705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT — OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE INSTALLATION DISTANCE DISTANCE SHIM1/4'S EDGE DISTANCE —►{ TYPE 1 2X WOOD BUCKSTRIP a 2X WOOD BUCKSTRIP OR FRAMING,SEE PRODUCT'RBNEWPO OR FRAMING,SEE re camply'Iug atdl The Florida NOTE 2,THIS SHEET NOTE 2,THIS SHEET Brdldin8 dof7.D 1/4'MAX Acceptance 1 OGD 2.0-- 1/4 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND 8:�r' do Uol d EDGE DISTANCE PER SUBSTRATE, 4 8 SEE TABLE 10,THIS SHEET Miami t�dc Product Conrcn EMBEDMENT _ 11 3 EMBEDMENT o` USED AT CURVED EXTERIOR 29 FRAME MEMBERS ONLY @ 11-7/8.0.0.MAX. M a . 11 EXTERIOR M Y WINDOW 4 11 w BUCK I� VISIBLE LIGHT WIDTH= 5 > HEIGHT 114•MAX.SHIM —►{ �+— WINDOW BUCK WIDTH-2.314" p 4 0 o WINDOW BUCK WIDTH N alo0 O C O ri W N VISIBLE INSTALLATION HORIZONTAL SECTION E-E LIGHT z- -1 aMop o HEIGHT= TYPE L x L r w g WINDOW W O O 2 OD A 'ON BUCK #10STEEL o W m O `r C7 Dina HEIGHT- SELF-DRILLING SMS r O O v Z o 2.3/4° (G5),SEE TABLE 10, Z ti Z O LL THIS SHEET TABLE 10: g O Min.Edge Max.O.C. oo Anchor Substrate Distance Spacing m f¢-' taa45 2-1/2"x.113"Box Nell P.T.Southern Pine BG=0.55 6/1151 5° 24/2"x.131'Common Nall P.T.Southern Pine SG=0.55 3/8" 6" p � 2-112"x.146"RoofingNall P.T.Southern Pine SG=0.65 318" 6" 21 P.T.Southern Pine SG=0.65 1/2" 51 O 8 2X WOOD BUCKS RIP EXTERIOR Q Z OR FRAMING,SEE 410 x 1"Steel Screw' 0.093"Aluminum,6063-T6 min. 5116' 5" LL a NOTE 2,THIS SHEET 1116"1 Steel 5116" 5" O —?� }- N 04 5 /4'MAX SHIM 0.045" 18 Ga Steel Stud Gr.33 6/16" 5" O Z t.ao MIAMI-DADE APPROVED MULLION w MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (BEE SEPERATE NOA),ALUMINUM, O � LL a a STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, alis 'osap saua5 TABLE 10,THIS SHEET IN TYPEJALLATION Q `�10 VNN EDGE DISTANCE ; -E SF INSTALLATION NOTES: `- TYP.ANCHOR TYPE,EMBEDMENT �t;• No.58705 EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ 1 AND EDGE DISTANCE PER � yl�e SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE l (I!3 (U OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X"ARE 1-1/2'THICK OR GREATER. STA E OF •,•'\ VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORAS APPROVED BYAUTHORITY HAVING Qom'., TOFCORP Gam; JURISDICTION. % �CtS O 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ON AL 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EJl58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAY BE NO , METHOD ONLY, 114"MAX • MORE THAN&D.C. ANCHORS MAY BE NO EMBEDMENT SHIM 1X WOOD BUCKSTRIP,SEE • MORE THAN 6'O.C. 1 1 O 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT RCNLWED —I-1_ OR FRAMING,SEE m complyutg o•Ith Iho Florida NOTE 2,THIS SHEET Building Cole 114°MAX TYP.ANCHOR TYPE,EMBEDMENT AND Acceptance NO �•• 3 SHIM EDGE DISTANCE PER SUBSTRATE, Hylmlion Duc Gss�� 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET V� - �• EMBEDMENT AND EDGE Miami Dade P<odUc=Cavtab DISTANCE PER SUBSTRATE, •- 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE N EXTERIOR 20 FRAME MEMBERS ONLY DISTANCE O EDGE a @ 11-7/8'O.C.MAX. DISTANCE ro CONCRETE/CMU 11 PER ANCHOR WINDOW REQUIREMENT I 4 11 CONCRETE/CMU M y BUCK I VISIBLE LIGHT WIDTH= 5 PER ANCHOR > a 0 'eaa HEIGHT 1/4'MAX.SHIM III��� REQUIREMENT 0 > r, WINDOW BUCK WIDTH-2.3/4' p v O WINDOW BUCK WIDTH EXTERIOR } a ol00 0 N n� N R � M co W al nn N LIGHiE INSTALLATION TYPE O HORIZONTAL SECTION G-G z ? eMoa o HEIGHT= FOR THIS INSTALLATION U U X U7 0 W WINDOW METHOD ONLY, TABLE 11: Lit Z 0 2 00 ❑ [ON BUCK ANCHORS MAY BE NO �' C5 0 5 HEIGHT- Min.Edge Max.O.C. o y MORE THAN 6'O.C. Anchor Substrate Mln.Embedment 2.3/4• Distance Spacing ^o O O A 0 P.T.Southern Pine SG-0.55 0/16' 1-318' B' Z tl Z — #12 STEEL #12 ar#14 410 SS Screw Aluminum 6063-Tfi min. 318" 0.083" 6" g SELF-DRILLING SMS A36 Steel 318' 0.063"' 6'(G5),SEE TABLE 10, Steel Stud,Gr.33 min. 318- O.D45' 18 Go' 6'THISSHEET P.T.Southam Pine SG=0.65 9116" 13/8' 6' #12 or#14 Steel Screw(G5) Aluminum,606345 min. 318' 0.063"' 6" ® m Z Z A36 Steel 318" 0.06Y 61. 0 0 21 TYP.ANCHORTYPE, EXTERIOR Steel Stud,Gr.33 min. 318' 0.045"(18 Ge' 6" F- Z Z 6 EMBEDMENT AND EDGE U rouled CMU, ASTM 490 2Al2' 1-1/4' 12" ❑ along 114'410 SS CreleFlex a J DISTANCE PER SUBSTRATE, Concrete(min.3.35 ksl) 1" 13/4" 12" u- Z Q SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1' 1.314" 1T O ~ N N 5 MIAMI•DADE APPROVED MULLION N 11-00 �1/4'MAX SHIM Concrete min.2.85 ksl 2-112' 1-318' 12" ❑ Z (SEE L FRAMING HOA),ALUMINUM, 1f4'Steel Ullrecon w W U routed CMU, ASTM 490 2-112' 1-1/4'. 12' a s STEEL FRAMING OR STEEL STUD. X Z Grouted CMU ASTM 490 2-112' 1-314' 72' SEE SUBSTRATE PROPERTIES, t% LL TABLE 11,THIS SHEET 5116'Steel Ultracon Conorete min.3.5 ksl 1-114' 1314' 12" a1Y.1 •asap sauag INSTALLATION Grouted CMU, ASTM490 TI TIP 1314^ 12 1X WOOD BUCKSTRIP, TYPE N MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. D SEE NOTE 2,THIS SHEET \\1\itl 111!1/,� \\�,,\ o LYNN M7� INSTALLATION NOTES: \P`a'�';•'\,\CENSF''•�F.p EMBEDMENT '• L 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. No.58705SS 13 LESS TH 2. _ KS CTED ON THIS " OPTIONAE WOOD L FCUNIT CAN BE INSTALLED DERE TLY TO SOLID CONCRETE.ET AS'IX',ARE BUCKS EWOODLBUCKSNDEPICTED AS'2X'AREi-112'HIICOK OR GREKS ATERDBUC .% 'O �`- T+ Ct= ,J EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING ` f� CC! DISTANCE JURISDICTION. ��r��•, STAT 0 C!/� 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. fi��sS%FCOR10 VERTICAL SECTION H-H ��, ONA1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYAIAUER,P.E. P.E.#58705 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES I PRODUCT RENEWED ps c°mylyiu8 o4lh the Florida Ame;n°rco N° J V ANGLED/CURVED ANGLED/CURVED F.a�itctigt D, O'�• FRAME ASSEMBLY FRAME ASSEMBLY 90'CORNER 90'CORNER ntl�{pada produU Centro FRAME ASSEMBLY C FRAMEASSEMBLY t I z 10tmA10 tFLANGE LL CORNERS TO ALL CORNERS TO jUSE GASKET I USE GASKET I AND/OR SEALANT / AND/OR SEALANTEQUAL-LEG FRAME FLANGE FRAME ❑ t 0 o nEGFRAME MITERED FRAME WITH INTERIOR I MITERED FRAME WRH INTERIOR NOfAND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS OAME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT JSCREW BOSSES.SEALANT AT ALL CORNERS a SCREW BOSSES.SEALANT AT ALL CORNERS z U- LL W uM°�n ❑�' 1IMIl O _Z 00 30 U U >< C1 1'W m O =(_9 W 1AI0 C> . Op v Z Z o 2.784' 2.784' 2.784• D.z O K .094' —►t I+�. .094' —�I I'�— I .094' —�I I�� a C O TABLE z Item 12: 074' .062' 1.376' 074' r .062 1.375' 074' .062' PGT Part 9 Description Material _1L ® 0) 4-15 # 1.875' ,438' 500' .438' 500' 438` m Z z 1 4263C Flanged Frame Alum.6063-T5 1.000• 2 O H 2 4285 Equal-leg Frame Alum.6063-T6 .500• �-��.— .050.0408 ---+— .o50•t00aG r ��{�- .050'00°6 O❑ z 3 4256 Integral Fn Frame Alum.6063-T5 O FLANGE FRAME OEQUAL-LEG FRAME 1125• 077' o 00 4 4265 7/16"Laml.Glass Beading Alum.6063-T6 #4253C,6063-T5 #4285,6063-T5 1— o 5 4264 I.G.Glass Beading Alum.806376 O FIN FRAME O X O 8- Be a 6a 4270 Installation Fastener Cover Alum.6063-T5 #4256,6063-T5 W m 6b 4224 Installation Fastener Cover Rigid PVC I s01 •asa0 sauas 10 70589C Gasket(al 90°corner joints) Polyethylene .970' .346' \��) rr�� 1.037• Iii �� N(LY QNN Ill i,, 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 I `�`� C�?•'' 13 Dow 899,GE 7700 Silicone or EquiEquiv. 875' 875F ;, Or 20 71852K Setting Block,Mono.3116"x 7116"x 4" Neoprene,Duro.85+/-1 �II� .050• 050 _ / No.58705 21 71704AK Setting Block,I.G.3119'x 1-3132"x 4" Neoprene,Duro.65+l-1 I = - 22 DURAK716 7/16"DumSeal Spacer 7/16"LAMI INSTALLATION -7 l E 3 U; I.G.GLASS ;-10 '. GLASS BEADING BEADING FASTENER COVER STAT F 4tj 29 #6 x 1-1/4"FH SMS Stainless Steel O #4255,6063-T5 O#4254,6063-T5 68 #4270,6063-T5 �b��'•., 30 781PQX #8 x T'Quad PH SMS Stainless Steel ��� S .......... A.LYNN MILLER,P.E. REA 58705 ' Florida,Building Code Online Page 1 of 4 , Honda Departmentq BCIS Home Log In user Registration ( Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search h5hes Professil `i Product Approval ' USER:Public User Regulation Nj Product Approval Menu>Product or Aonlication Search>Application List>Application Detail ih FL# FL243-R15 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived (] Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative ]ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval httnc-//www_flnriclahuilrlinsr_org/nr/nr ann dtl_asnx?naram=wGEVXOwtDou3mwFvZ35V... 4/10/2015 Florida Building Code Online Page 2 of 4 Date Approved 12/09/2013 Summary of Products FL# Model,Number or Name Description 243.1 CA-640 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 12-1218.12.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 12-1218.12.0 Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11111803.pdf Approved for use outside HVHZ:Yes FL243 R15 C CAC 12-1218.11.ndf Impact Resistant:Yes FL243 R15 C CAC 13012927.pdf Design Pressure:N/A Quality Assurance Contract Expiration Date Other:Please see the Miami-Dade County Notice of 04/11/2018 Acceptance(NOA)for product performance information, Installation Instructions anchorage details,and anchor type,size,and spacing FL243 R15 II 12-1218.11.odf information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 PW-220(Non-Impact)Prev. Aluminum Fixed Window F-6000 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114.14.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 11-1114.14.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW-520(Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13-1009.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 13-1009.04.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW-620 Aluminum Fixed Window(formerly 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050204.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure:N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 13050204.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW-720 Aluminum Fixed Window(formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050203.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 13050203.1)df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. http s://www.floridabuilding.org/pr/-Dr_app_dtl.aspx?p aram=wGEVXQwtD qu3 mwFvZ3 5 V... 4/10/2015 Florida,Building Code Online Page 3 of 4 Evaluation Reports Created by Independent Third Party: 243.7 PW-820 Aluminum Fixed Window(formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 13050203.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL243 R15 II 13050203.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114.19.odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 11111803.odf Impact Resistant:Yes FL243 R15 C CAC 12101702.odf Design Pressure: N/A FL243 R15 C CAC 13012927.odf Other: Please see the Miami-Dade County Notice of Quality Assurance Contract Expiration Date Acceptance(NOA)for product performance information, 08/11/2015 anchorage details,and anchor type,size,and spacing Installation Instructions information. FL243 R15 II 11-1114.19.odf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-2820(Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11-1114.19.odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 11111803.odf Impact Resistant:Yes FL243 R15 C CAC 12101702.odf Design Pressure: N/A FL243 R15 C CAC 13012927.gdf Other:Please see the Miami-Dade County Notice of Quality Assurance Contract Expiration Date Acceptance(NOA)for product performance information, 08/11/2015 anchorage details,and anchor type,size,and spacing Installation Instructions information. FL243 R15 II 11-1114.19.odf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020(Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 12051605.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL243 R15 II 12051605.1)df Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-3020(Small Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ:Yes FL243 R15 C CAC 12-1114.05 sm.odf Impact Resistant:Yes FL243 R15 C CAC 13012927.odf Design Pressure:N/A Quality Assurance Contract Expiration Date Other: Please see the Miami-Dade County Notice of 04/17/2018 Acceptance(NOA)for product performance information, Installation Instructions anchorage details,and anchor type,size,and spacing FL243 R15 II 12-1114.05 sm.odf information. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: • 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 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDau3mwFvZ35V... 4/10/2015 Florida Building Code Online Page 4 of 4 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: W � ECF.cik M setttrit st>rnces http s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD qu3 mwFvZ3 5 V... 4/10/2015 IAMI-DADF,COUNTY,FLORIDA .�j=PWOE PRODUCT CONTROL SBCION MIAMI- I Ig05 SW 2e Street)ROM 208 Miami,Florida 33175-2474 VIRONMFNT,AND R11111ATORY DEPARTM OF PERMITTING,EN T(786)315-2590 F(786)315-2509 AFFAIRS(PERA) or BOARD AND CODE ADMINISTRATION DIVISION www.miamidades oV NOTICE OF ACCEPTA CE (NO _PGT Industries,Inc. 1070Technology Drive North Venice,FL 34275 SCOPF'.. under the applicable rules andxandlaccepted 0This NOA is being issued und - -Dade County PERA materials.The documentation submitted has been reviby Miami -Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). on date stated below. The Miami-Dade County Product This NOA shall not be valid after the expirati than Miami-Dade County)reserve Control Section(In Miami-Dade County)and/or the AHJ(in areas other purposes. If this product or material the right to have this product or material tested for quality assurance Pu fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the,AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction, PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"IM-7101)Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E7' dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Mianii-Dade,County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, LABELING: Each unit shall bear a permanent label with the manufacturees name, or logo, city, state; model/series and following statement: "Miami-Dade County Product Control Approved" unless otherwlt,' noted herein. RENEWAL of this NOA shall be considered after 'a renewal application has been filed and there has be no change in the applicable building code negatively affecting the performance,of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cha in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorser of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fe 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 followed by the expiration date may be displayed in advertising literature. If any portion of the displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manuffactu, I Ic distributors and shall be available for inspection at the job site at the request of the Building Ofi This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E-1,E-21 air well as approval document mentioned above, The submitted documentation was reviewed by Jaime D.Gascon,P.E. CIAM�EMC0UNTY NOA= Expiration Date: D Approval Date: F PGT Industries Inc. . NOTI E OF ACCEPTANCE: EVIDENCE SUBMYTTED A. DRAWINGS 1• Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-08-15.09 and 06-0405.06) 2• Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/20.12, signed and sealed by Anthony Lynn Miller, P. E. �. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up' arked up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No..-FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-0815.09) 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,Type"C"sliding window, Grade 10, per FBC 24113.2.1, TAS 202-94 and per ASTM F 842-04 Along with marked—up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1,4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NDA No. 06-0405.06) \3. 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"C" sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and-per ASTM F 842-04 Along with marked—up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo argaespada,P.E. Omitted under NOA No. 06-0405.06) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 �• Approval Date: February 16,2012 E—1 of 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under,previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on . 12/11/16. 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010,'dated 10/25/1-1, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NDA No. 1.1-0630.02) 5. Laboratory compliance letter for Test Report No. FTL -5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-2 J PGT Industries,Inc. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FT1,4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed 'by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11.-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 1.2/21/2016. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 E-3 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION-ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.516"LAM]CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/6"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. V D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F.7/16"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 GLAZING DETAILS............2 G.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 318"AIR SPACE AND 5116"LAM]CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 VERT.SECTIONS.............5 H.13116"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/B"AIR SPACE AND 5/16"LAM]CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. PARTS LIST.......................6 EXTRUSIONS....................7 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE....................B-11 J.13116"LAMI IG:(1)LITE OF 118"OR 3/16"ANNEALED(MIN.).GLASS,3116"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K.13/16"LAM]IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 718"LAM]CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13/16"LAM]IG:(1)LITE OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2.CONFIGURATIONS:OX,XO,XOX 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02, 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED as complying Willi Lhe Florida kSuil,2!6Code f 5.SHUTTERS ARE NOT REQUIRED. Acceptan6o No I L 1 Da 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. By Nuald 0d9 ct Contra 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA:04-0721.01,03-0225.05 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION 1 11 I I I I ADM-2005 ALUMINUM DESIGN MANUAL ��0 .1 LYNN 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ����'��GENS( '•FA* Q HURRICANE ZONE(HVHZ). = = D k NOO.58705 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. _ ;• G(. --�W R J.J. x17/11 R�1� FBC 2010 CODE CHANGE �1 GENERAL NOTES 'a�`' Z:11 Rand Or. "wroru: 1070 TECHNOLOGY DRNE iJ��••'• PLORIOP•'•Q) J.R. 0/20/11 D ADDED IG CAP TO BE TEMPERED *30FTNOTE NOKOMIS,FL 34276 *+ ��FS ""•• F.K. 4/15/07 R C ADD FTL-5330 TO NOTES 78CHG.NOTE 8TOCURRENTEDIT, P.O.BQx1529 -'V� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT S!�1IN1A1����� om"ner+o m: onp; NOKOMIB.FL 34274 Visibly Better HR710 NTS '/ A.LYNN MILLER,P.E. F.K. 2/28/00 J.J. 3r13/O6 a 11 4127-1� E P.E.056705 Ey- 50 21 50 1/2"NOM. 1/2 C]EXTERIOR INTERIOR[� 53 55 "NOM. (ALL SECTIONS) GLASS BITE GLASS BITE 51 60,61,62 51 63,64,65 1/6"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5118"NOM. 7/16"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 7. 1/2"NOM. 1/2"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 66,67,68,69,70,71 72,73,74,75,76,77 l%h aascomplyingwil the Florida 4-11 Building Code 1/B"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS A'cc nanccNo -LTL .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER P a'o Date 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 13y 5/16"LAMINATED 7/16"LAMINATED Mimlil Dado Product Cont 5116"OR 3/8"AIR SPACE 3/16"OR 1/4"AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASSA1/8"or 3/16"ANNEALED OR TEMPERED GLASS Qp 13/16"NOM. 4P�T--13/16"NOM. l u l l 13/16"LAM] IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI ONt LYNN/y/ '%�� ��0.•\PE@• NS ''•�'Q b _= Ic No.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. �� /L_ RereE Y Oeb: R"vhb l'Q . 1 II' J.J. 10/17/11 E NO CHANGE THIS SHEET --P S7A t F :•��� 1070 TECHNOLOGY DRIVE GLAZING DETAILS ��O,c� FLOR\oP•• Com; J.R. B/20/11 D ADDED IG CAP TO BE TEMPERED Q+30FT NOTE. NOKOMIS,FL34275 *^�^ ••.•• F.K. 4/15/07 RSC • NO CHANGE THIS SHEET P.O.BOX 1520 -- Aa LUM.HORIZONTALROLLERWINDOW,IMPACT �� SfIOI''NAI1L �\ w„n0y: a.ro- cMdmB. on,a• NOKOMIS,FL 34274 Vhlbly Better A.LY16161 LLER,P.E. F.K. 2/28/06 J.J. 3/23/06 HR710 FUII 2 w 11 4127-10 E P.E,968705 TABLE 1. XOX(1/4,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 505181, 54" 60" 63" 84" A,B,G,H +60.0 •60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Q 96" A,B,G,H +60.0 -60.0. +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 D "' FOR INSTALLATION IN 1063/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 '-54.6 +51.7 -51.7 FT,GLASSTYPESG- LSHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 TEMPERED I.G,GLASS UP TO 111" C,I 1 +60.0 60.0 CAP.BOTH THE DP AND ANCHOR " D,E,F, QUANTITY REMAIN UPTO IIT J,K,L +75.0 -75.0 UNCHANGED. TABLE 2. XOX(1/3,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7/16" A,B,C, G,H,I +60.0 60.0 TO 86 7/16" D,E,F, J,K,L +75.0 75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 rizonvc•r aavlsen 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 +75.0 -75.0 1 +75.0 -75.0 1 +75.0 -75.0 1 +68.1 -68.1 +63.8 -63.8 ns wmplying with dw Florida lluilding Code UP TO 74" C,D,E,F, +75.0 -75.0 Lccep,no N I,J,K,L d. 1 GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL-4859(OX&XO)AND FTL-5330 Miam,T3ado Pm uc,Contra A.5/16"LAMI-(1/8"A, .090,1/8"A) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAM[-(1/8"A,.090,1/8"A) B.5116"LAMI-(1/8"A, .090,118"HS) H. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,1/8"HS) rr C.5/16"LAMI-(1/8"HS,.090,118"HS) I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) \�`�ZpC��\ENSE D.7/16"LAMI-(3/16"A, .090,3/16"A) J.13/16"LAM[I13-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3/16"A, .090,3/16"A) E.7116"LAMI-(3116"A, .090,3/16"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116"A, .090,3/16"HS) _ dr: No.58705 F.7/16"LAMI-(3/16"HS,.090,3/16"HS) 1L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS, .090,3/16"HS) *y '_ R.waor: oh. pmda n: o.a' -p•'•. `1- I I1'Z CU J.J. 10/17/11 E NO CHANGETHIS SHEET P ..�.. DESIGN PRESSURES SYA'fEOF J.R. 6/20/11 DADDED IG CAP TO BE TEMPERED a3OFTNOTE 707N KOMIS,LOGY FL 342751VE FLOR1pP'•�U' F.K. v4i16ro7 �C ADDINTEGRALFINOPTIONBUPDA7EASTME130002DPe P.o.eox,s2e �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��'�; &/ONAL` omme,:nets: . Data: NOKOMIS.FL34274 Visibly Better eaa�.na.t awr'' smao""°qN° n.r A.LYNN INIL� ,P.E. HR7f0 NTS F.K. 2/26/06 J.J. 3/23/06 3 m 11 4127-10 E REN 58705 rpt 7 INTERIOR 37 32 s-\ 22 39 1 p Q 16 EXTERIORtINT;ERIOR 13 MAX.VENT DLO [-- MAX.FIXED DLO MAX.V T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 HEIGHT 35 32 37 39 FLANGE FRAME MAX VENT DLO Q 16 MAX. FIXED DLO 1 MAX.FIXED DLO —OMAX.VENT DLO 43 MAX.WIDTH(I.F,FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 kINTERIOR PRODDOTPEVISED ns com0lyinp Yrith OtoFfarlda $ BuildingCodo 12 EXTERIOR AcceptonceNoC4'A ii12 Nlinmi Dadc Product Control EXTERIORINTERIOR l u 111 LYNN M/l 41, 10 SECTION C-C 42HILL HEAD = �: No.55705 (VERTICAL SECTION,FLANGE FRAME) (VERTIC) L SECTION,I.F.FRAME) (VERTICAL SECTION, I.F.FRAME) — Ci• �' `II�.� Roved ey: Dab: ReWbnC ~� �' I I� W` J.J. 10/17/11 E NO CHANGE THIS SHEET STA EO Y• Date: Ran 1070 TECHNOLOGY DRIVE SECTIONS O'� FCORIOP•'•���� J.R. e812WIl Re Dekw. NO CHANGE THIS SHEET NOKOMIS. F.IG 4/fb/07 C ADDINTEGRALFIN FRAME,ITEMS 4142AND 43ANOVIEWS. P.O.e0x1529 �'V� ALUM.HORIZONTAL ROLLER WINDOW,IMPACT IINA11-l\�.� Dawn pb: pb; NOKOMiS,FL 3427a V&Ibly Better l_.W °"` abve °1'9°M'' p" A.LYNN MSLLEtF,P.E. F.K. ?/28/00 J.J. 9/23/00 H117f0 Half 5 e 11 4127-10 E P.EJI 58705 1TF M DWGf IREVI DESCRIPTION 117AT'L PGT# rrr!Ai1DWG#jRFVj DESCRIPTION MAIL PGf/I 1 4102 A I FLANGE FRAME HEAD 6063-T6 AL 612237 66 GLASS,13/16"LAMI IGI/8"A IN.,3/8"AIR SPACE,5/16"LAMI 1/8"A,.090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CLIP 6063-T5 AL 612244 67 13/16"LAMI IG1/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"HS 3 118X3/4 PH.PAN HEAD 7834AA 68 13116"LAMIIGI/8"A MIN.,3/8"AIR SPA CE,S/16"LAMI 1/8"HS,.090PVB,1/8"HS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 13/16"LAMI IG3/16"A(MIN.),5/16"AIR SPACE,5/16"LAMI(1/8"A,.090 PVB,1/8"A) 6 4136 FLANGE FRAME SILL 6063-T6 AL 64136 70 13/16"LAMIIG3/16"A(MIN.),5116"AIR SPACE,5116"LAMI 1/8"A,.090PVB 1/8"HS 71 13/16"LAMI IG3/16"A(MIN.),5/]6"AIR SPACE,5/16"LAMI 1 Q 7 4137 SB.LADAPTOR 6063-T6 AL 64137 (/8"HS,.090 PVB,1/8"HS 8 4131 ROLLER TRACK 6063-T6 AL 64131 72 " 13116"LAMI IG-1/8"A(MIN.),1/4"AIR SPACE,7/16"LAMI(3/16"A,.090 PVB,3/16"A 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 13/16"LAMIIGI/8"A(MIN.,1/4"AIRSPACE,7/16"LAM I(3/16"A,.090PVB,3/16"HS) 12 1626 1ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 13/16"LAMIIG-I/8"A MIN.),1/4"AIRSPACE,7/16"LAM] 3/16"HS,.090 PVB,3/16"HS) 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 75 13/16"LAMI IG3/16"A IN. 3116"AIR SPACE,7/16"1AMI3/16"A,.090PVB,3/16"A l4 4134 GASKETFORMAINFRAMESILLJOINT 74134W/K 76 13/16"LAMI IG3/16"A(MIN.),3/16"AIR SPACE,7/16"LAMI3/16"A,.090PVB,3/16"HS 15 1155 118 X 1.000 QUAD PN.SMS 781P A 77 13/16"LAMI IG-3/16"A(MIN.),3/16"AIR SPACE,,7/16"LAMI(3/16"HS,.090 PVB,3116"HS) 90 1014 ISCREEN FRAME(HOP,&VER.) 3105-H14 AL 16 4110 G SCREENADAPTOR 6063-T5 AL 64110G L12 1630 SCREEN CORNER KEYW/RINGS POLYPROP. 17 4054 B FIXED MEETING RAIL 6063RD-T6 AL 64054A 1631 SCREEN CORNERKEYW/OUTRING��. POLYPROP. 19 4066 WSTP.,.187 X.230,FIN SEAL 64066G 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-TS AL 612240 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC 22 1683 WSTP.,.250 X.270 BACK,FIN SEAL 616836 1635 SCREEN SPLINE-.135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&GUIDE 42112HD SCREEN CLOTH 24 226 BRASS ROLLERWHEELS BRASS 7BRWHL2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASHMEETINGRAIL 6063HS-T6 AL 640062.7111 33 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 148 X.625 PH.FL.SMS 7858 37 4126 SASHSIDERAIL 6063-T5 AL 64126 2.624 38 1683 WSTP.,.250 X.270 BACK,FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP.187 X.275 67070K F162 40 LIFT RAIL COVER CAP 74078"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAME SILL 6063-T6 AL 64140 41 43 4741 1I.F.FRAMEJAMB 6063-T6 AL 64141 #4139,6063-T6 50GLAZING SILICONE,DOW 899,9950REQUIVALENT 51 1224 VINYL GT.AZINGBEADBULB(THICK) 6TP247W,K PRODUCrREVISED .52 1225 VINYL GLAZINGBEAD BULB(THIN 6TP248K1.complying Willi Ulu Florida 2.784 Aulding Codo 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 64039B AcrxnnncuNo 1s� 54 4044 B GLAZINGBEAD-5116"W/GRILL KIT 6063-T5 AL 644703 .062 F m '° Do 20/6 3.152 ` 55 4222 A GLAZING BEAD-7/16" 6063-T5 AL 64222 062 Mianrl ado Pro act Contro 56 985 C GLAZING BEAD-7/16"W/GRILL KIT 6063-T5 AL 6985 1.986 59 4067 GLAZINGBEAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16"LAM] I/8"A,.090 PVB,I/8"A 4g I.F.FRAME JAMB " 6] 5/16"LAM] 1/8"A_090 PVB,1/8"HS #4141,60e3-T6 \\�� NY LYNN 11,G����� 62 5/16"LAMI 1/8"HS,.090 PVB,1/8"HS �N .•'�4cENSF''•.Fp 63 7/16"LAM] 3/16"A_090 PVB,3/16"A L'.710 Z N0.58705 64 7/16"LAM](3116'A,.090 PVB,3/16"HS) 42 I.F.FRAME SILL = _ - 65 7/16"LAMI 3/16"HS,.090 PVB,3/16"HS) O Ct tr N4140,6063 TB O '. Uj Raree., Deb: Ravlobbr D.oWe,s i J.J. 10/17111 E NO CHANGE THIS SHEET SOTATIOF �C/� eJ.R.Y 6/20/11 ReDmv. ADDEDWN.-TO GLASS TYPES 107N KOMISLFI.34275IVE FARTSL/ST �`nn•. F�ORIpP,.•'•(�\�'� R" vy. Dale: Ae `S�'••......•• \V\ - F.K. 4116107 C� ADD ITEMS 41,42 a a3 P.C.eox 1629 �— ALUM.HORIZONTAL ROLLER�WINDOW,IMPACT �i,I ON�tL AIL`` Om;W. Deb: a Dcb: NOKOMIS,FL 34274 "slbly Better A.LYN�MILLW P.E. F.K. 2128106 J.J. 3123106 HR716 NTS 6 m 11 4127-10 I.E.55705 �1.513� .082 —►{ 1.187 r-- ,040 I ,738 3.162 I 1,443+{ 1.37 062 O SASH STOP COVER ' 1. 73 '7T�' .062 3. 90 4 #4053,6063-T5 2.710- O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTERTI�2.784•--1 } #4102A,6063-T6 #4136,6063-T6 #4137,6063-T6 1.363 J .062 061 1. 87 .062 18 FLANGE FRAME JAMB S4--062 #4002A,6063-T6 ..490 � .437 T—�-•1.451 7461 I�1.403 SASH STOP 2 FIXED MEETING RAIL#4025,6063-T5 O HORIZ.ROLLER TRACK 17 #4131,8083-T8 #40548,6083HD-T6 .062 2. 79 062 2. 26 a� 05D .�3 iI .062 � 9 I -- I � .678 1.349+{ 1.081 � 291�-I 1.096 4� 11�����—T 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" PRODUCT RT-1-1) #4133,6063-T5 #4005D,6063HS-T6 #4126,6063-T5 #403913,6063-T6 �u ilding Code w Rt Ilio Florida Building Code Aecepte�111 050 ��� Mim i Vado uct Contra 050 _JI(?8 •678 050 683 ,050 1.096-14S--11—��►�T 1.115 -T T I-1.097 11 u I t r r O54 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" `�.��0r ...:YNN..71eeF #4044B,6063-T5 O #4222A,6063-T5 O #985C,6083-T5 O #4067,8063-T5 \ .•' �10ENSF'•, p (USED W/GRILL KIT) (USED W/GRILL KIT) No.58705 Aewaey. 0.% xo.awe.: o.se*aure kMt OF : J.J. 10/17/11 E NO CHANGE THIBSHEEr p •'• R. 1070 TECHNOLOGYDRNE EXTRUSIONS �('•.,FGORIOP.•'G��� J.r. ne 20111 �D NO CHANGETHIS SHEET NOKOMIS,FL 34276 ALUM.HORIZONTAL ROLLER WINDOW IMPACT l�'%SSIONAL ` FX 4/16/07 C NO CHANGE7HIS SHEET' P.O.89X 1529 r r r r r i i i t l t 1 omwney. oe� fJivaad qrc• NOKOMIS.FL 34274 1/islbly Better 0e� �- enasc -A.° ' 8011 A LYNN MILLER,P.E. F.K. 2/26/06 J.J. 323/06 HR7f0 H91f 7 a 11 4127-10 E P.E.#66706 ANCHOR QUANTITIES,XOX(114-1/2-1/4)WINDOWS TABLE 4 NOTES; GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1CONC 1. ANCHOR TYPES: ANCHORTYPE , 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX 3412 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES U) to to 110 co co 2.GLASS TYPES:WINDOW SIZE HEAD&SILL HEAD&SILL HEAD&SILL 2' HEAD&SILL HEAD&SILL In HEAD&SILL mn A.5116"LAMI-(1/8"A,.090,1/6"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W V H 1 ? ' B•5116"LAMI-(1/8"A,.090,1/&'HS) FT,GLASS TYPES G-L SHALL HAVE A C.5/16"LAMI-(1/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 D.7/16"LAMI-(3116"S,.09,3/ff'A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.DOO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 E.7/16"LAMI-(3116"A„090,3/16"HS) 50.825 1+C2+1+C2+,1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 F.7/16"LAMI-(3/16"HS,.090,3116"HS) G.13116"LAMI IG-118"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/e"A,.090,1/8"HS) 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+Cy+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I, 13116"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 3/8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-118"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+p+1 3 K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3116"HS) 60.000 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1 1+C2+2+C2+1 2 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) 46.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 25 3/4"MAX,FROM CORNERS. JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+q+1 3 TABLE KEY: 74.000 x 38.375 1+C2+2+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X 48.000 1+CZ+2+C2+1 3 i+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB 50.625 1+02+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2,2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) 60.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+q+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.000 x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 25 3/4"018x. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+p+1 3 1+C3+2+p ---11--3"MIN.+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 -t 9"REF. 63.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 � X O X 105.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 PRODUCI'rTIV1SED 48.00D 1+C2+3+C2+1 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. as complying with the Florida Bail pia Code " 50.825 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Accoptaaco o0 ID nB 54.000 1+C3+3+C3+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 1+C3+3+q+1 3 1+q+3+C3+7 3 1+p4+4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 ,vlinnilDudoproductContro 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 3/4"MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+13 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1 1/2"TYP. '1�I+-3"MIN. 48.000' 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+p+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 �` "( LYNN 9"REF. `��`��ON........, i�� 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+q+1 3 1+C3+3+C3+1 3 1+C3+4+C3+1 3 X X T�,•''�1GENSF'•,c�Q 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 No.50705 ' 60.000 1+p+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+p+3+C3+1 3 1+C4+4+C4+1 3 MTG.RAIL,TYP. - 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+CEXAM 4+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 4 _ PLE CLUSTER W/QTY.OF(4)ANCHORS R°roCBy. D°W: R°vbbn°: J.J. 10/17/11 E NO CHANGE THIS SHEET °i�ia4p4oi %O STATE OF wC eY• Dero: R°Wkvu: 1070 TECHNOLOGY DRNE ANCHORAGE SPACING,XOX 114-1/2-1/4 '•.FCORIDP.•'' J.R. 6/20/11 D ADDED IG CAP TO BE TEMPERED +3OFTNOTE. NOKOMIS,FL34275 * •••• E �: R°��„' - ALUM.HORIZONTAL ROLLER EN/NDOW,IMPACT /�'siS�ONALEF.K.. /16/07CUPDATE TABLE4,SELECT VALUES DUE TO ANCHOR CAP.ADJ. P.O.BOX 1629 i It��Dnun By. m; elwck Nil. NOKOMIS,FL 34274 Valbly Better 8°'I°1'M0ai6 Bea.: ' p'"�M'' R"' A.LYNN M'LLER,PE, F.K. /2S/06 J,J. 3123/06 HR710 NTS 8 w 11 41'17-1� F P.E.#58705 ANCHORQUANTITIES,XOX 113.1/3-113 WINDOWS TABLE5 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L ANCHOR TYPE 2,3,WOOD 2,CONC 1,GONG 2,3,WOOD 2,GONG 1,GONG 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(135) m m m m m m 2.GLASS TYPES: WINDOW SIZE HEAD&SILL HEAD'&SILL m HEAD&SILL f HEAD&SILL HEAD&SILL HEAD&SILL 'm D IN H ' ' ' A.5/16"LAM[-(1/8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 _ B.5/16"LAW-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 21 C.5/16"LAM[-(1/8"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/16"LAMI-(3/16"A,.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+02+1 3 E.7/16"LAMI-(3116"&.090,3/16"HS) F.7/16"LAMI-(3/16"HS,.090,3/16"HS) 54.000 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/16"LAM[IG-118"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.090,118"A) 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) 63.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I. 13116"LAMI IG-118"OR 3/16"A(MIN.),5116"OR 3/8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) J.13/16"LAMI IG-118"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI:(3/16"A,.090,3116"A) 53.125 x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3118"OR 114"SPACE,7116"LAMI-(3/16"A,.090,3/16-HS) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 13 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),.3/16"OR 1/4"SPACE,7/16"LAMI-(3116"HS,.090,3/16"HS) 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 253/4"MAX.FROM CORNERS JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.625 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 X O X 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+ 2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 11+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 A CLUSTER STING AIL PLUS CENTERED ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL, 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+i 3 (3"MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 3/4"MAX. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 --H[--3"MIN, 50.625 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF.T X O X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I1 PRODUCT REVISED 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 us wooplying witil dte Florida TYP. BuOdin 84.000x 36.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MTG.RAIL, 8 Code EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Aceeplanw N�nffll-- 60.000 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Exp n a /(p 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+G3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 Miand ade1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+ 3+1+C3+1 3 25 3/4"MAX. 63.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 1/2 TYP' MIN, 86.437 1111 I I I I, 86.437x 38.375 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 2 1+C2+1+C2+1 2 LYNN 48,000 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 B"REF. X 0 X •• M/<< ��� 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+G3+1+C3+1 3 ND.58705 ' 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 MTG.RAIL,TYP. _ EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS 83.000 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 ;-;iq .. � Rewe BY• 0"W: ft*p : p„�yo,�. ,/Ub 4~ J.J. 10/17/11 E NO CHANGE THIS SHEET �0 '., STA E F te: Re 1070 TECHNOLOGVDRIVE P -�- ANCHORAGE SPACING,XOX 1/3-7/3-1/3 - FCORIOP,,•' ���� J.R. 6120111 D ADDED IG CAP TO BE TEMPERED +30FT NOTE. NOKOMIS,FL34275 1O" �/// ""• � gym: ReWbns: -�- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT /,, NAL E F.K. 4/15/07 C UPDATE TABLE 5,SELECT VALUES DUE TO ANCHOR CAP.ADJ. P.O.BOX 1528 I I I II 1111 M;Br+ ara: awdw . mro: NOKOMIS,FL 34274 Visibly Bew r �i0ib61t' " Boeee B1ieyN6 �' A.LYNN MILLER,P.E. F.K. 2/26/06 J.J. 323/06 HR710 NTS 9 a 11 4127-10 RE REX 68705 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC . 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: ❑ m ❑Q J m ❑Q J m ❑ J ❑ J rn ❑ D WINDOW SIZE y < W < W < 0 g Lo B.5/16"LAMI-(I/8"A,.090,1/8"HS) FOR INSTALLATION FT,GLASS TYPESIG THE SHALL HAVE A 30 W V H = °� _ _ °� T _ 41 ' S o1S C.5/16"LAMI-(1/8"H$,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1 1+C2+1 2 1+C2+1 2 1+C2+12 D.7/16"LAMI-(3/16"A,.090,3/16-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16"LAMI-(3/16"&.090,3116"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16"LAMI-(3116"HS,.090,3/16"HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3/18"A(MIN.),5116"OR 3/8"SPACE,5/16"LAMI-(1/8"A,.000,118"A) H.13/16"LAMI IG-1/B"OR 3/16"A(MIN.),5/16"OR 3/8"SPACE,5/16"LAMI-(I/8"A,.090,118"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3l8"SPACE,5116"LAMI-(1/8"HS,.090,1/8"HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116-A) K.13118"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3/16"HS,.090,3116"HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1+02+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE, 18 314"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: OX 53.125 x 36.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 A CLUSTER OF(3)ANCHORS CENTERED ON THE.MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.00D 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION. (7) 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 MAX. X. {-18 314 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 I I /4" �-X. MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 --L- 9"REF. 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 X O T MTGRAIL PRODUCT RFVISED - 66.000 x 38.375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 t . 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 as complying with the Florida B epl a ode co 50.625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY. BuilccOF(3)ANCHORS ding de 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) lix 1 Delo 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 Miami Dado Pro uct Contra 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 314"MAX. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 112"TYP. h--•3"MIN. I u l l I I0. 46.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 9"REF, ��ONV LYNN 4f/, 50.525 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+C3+2 4 X � ��•''LICENSE'��(�p 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 42+C3+2 4 2+C3+2 3 2+C4+2 4 = No.58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL - 63.000 2+C3+2 4 1+c3+1 3 2+Ca+z 4 2+C4+z 5 2+C3+2 4 2+C4+2 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 5 Rew4By. Oeb: R"vhbne: + L(( J.J. 10/17/11 E NO CHANGE THIS SHEET O'• STA1 F 4U� R.-r+ em: Re eione: 1070TECHNOLOGYDRNE ANCHORAGE SPACING,OXANDXO WINDOWS ''` FLORIDP•'' \ J.R. 6/20/11 D ADDEDIG CAP TO BE TEMPERED +301-7 NOTE. NOKOMIS,FL 34275 TMb+ F.K.RanX4/16/07 "C : CHG.TABLE#TOB,&SELECTVALUESDUETOANCHOR CAP.ADI P.O.BDx162e �- ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 1S,S/ONAl- onrm er. wm: Day: NOKOMIS,FL 34274 Vlsf61 Better1LA0d"" eaoY1 e10M' a°"egM'• Rar. 1/II II1���` �' A.LYNN MILLER,P.E. F.K. 2/28/06 J.J. t... B HR710 NTS 10 w 11 4127-10 E p,E.q 55705 - 1 3/4"MIN.E.D.TYP. NOTES: MIN.3.4 KSI r 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 1/4"ELCO CONCRETE NOTE 3 1 3/8" TAPCONS EMBEDED 1 318"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 13/4"MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4". FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. NOTE 1 lx WOOD ' v• 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HEAD. NOTE 3 3,WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/"j 1/4" THAN 1 1/2". ix WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX. MAX. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD CONCRETE WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL,B OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE /q" RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1 MAX. 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 1 3/8" 1/4"MAX.SHIM �I F+— 1 1/4"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.- MIN' I I (1.5 KSI CMU) O ° OR PER NOTE 1 a (3.4 KSI CONCRETE) WOOD 0 CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1f-- 13/4" EXTERIOR INTERIORMIN.E.D (HEAD&SILL DETAILSA,B,C,D,TYP.2x WOOD BUCK,NOTE 3 lx WOOD BUCK, � 4 SEE NAILING INTERIOR DETAIL E DETAIL F (JAMB DETAILS E,F&1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR 15 CONCRETE WOOD ANCHOR, ANCHOR, DETAIL H (HEAD) NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2 1/2"NAILJSE O PRODUCTR EVISED AT CORNERS AND 5"O.C, as w n lying will,the Florida 1/4" 1/q" TYPICAL DETAILS G,H&I. 11a11Uing Calc 04 MAX. MAX.� an ato ` �SHIM SwZ�•..r'., SE•NOTE113/BtMIN. NAILING r ° ,. '13/4"MIN.MIN.3.4KS1 E.D.TYP. } E NAILING ��CN� LYNN�j/�`�i�� CONCRETE 2x WOOD — P�a�,.• 4�CENS F DETAIL C BUCK, DETAIL D NOTE 3 DETAIL G(SILL) DETAIL I(JAMB) = '# No.56705 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS -*r-� Raved By Dam: "W1w: 2 f� ((/` J.J. 10/17/11 RE NO CHANGE THIS SHEET O ITAW,F ,•`((/� R to R"Niba.: 1070 TECHNOLOOYORIVE P -�- ANCHORAGE DETAILS �i�X\ ;�4.... .•�G\�` J.R. 6/20H1 D NO CHANGE THIS SHEET NOKOMIS,FL 34275 " ••• FKORI R�B' `.m4�15/07 R`C a ADD IR REWSE FRAME CHO NOTE.6 TO eD,"CURRENT ED1TlONT P.O.eox�sze �— ALUM.HORIZONTAL ROLLER WINDOW IMPACT �';,S�ONAL,E th.wntry: onto: c e, oam; NOKOMI9.FL 34274 l?atb! Bettef h engin: F.K. 2/28/06 J.J. 9/23/06 'y HR710 Half 11 m 11 m �.41271Q E A.LYRE.#1507 5 P.E. Florida Building Code Online Page 1 of 3 ' - a e Florida Departments BCIS Home [ Log In I User Registration Hat Topics Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Busines� 51'Product Apr Professibn�a I. 001-2 USER:Publics Upseer oval Regulation rjffl Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL242-R17 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/20/2015 Date Validated 03/02/2015 Date Pending FBC Approval https://www.florid J ildina.ora/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 4/10/2015 Florida Building Code Online Page 2 of 3 Date Approved 03/04/2015 Summary of Products FL# Model,Number or Name Description 242.1 HR-210 (Non-Impact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1201.04 HR210.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/05/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 11-1201.04 HR210.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.2 HR-510 (Large Missile Impact) WinGuard Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1114.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/17/2016 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 11-1114.06.odf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR-610 (Non-Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1114.0S.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2016 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 11-1114.05.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 HR-710(Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1114.04.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/21/2016 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 11-1114.04.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.5 HR-810(Large Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 12-0718.06 LM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 12-0718.06 LM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.6 HR-810(Small Missile Impact) Multi-Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 12-0718.05 SM.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/01/2017 Design Pressure: N/A Installation Instructions Other:Please see the Miami-Dade County Notice of FL242 R17 II 12-0718.05 SM.pdf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.7 HR-2710 I Vinyl Horizontal Roller Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtD quUsDrhuM3 D... 4/10/2015 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1114.09.Ddf Approved for use outside HVHZ:Yes FL242 R17 C CAC 11-1114.10.Ddf Impact Resistant:Yes FL242 R17 C CAC 11-1114.11.Ddf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami-Dade County Notice of 12/23/2015 Acceptance(NOA)for product.performance information, Installation Instructions anchorage details,and anchor type,size,and spacing FL242 R17 II 11-1114.09.Ddf information. FL242 R17 II 11-1114.10.Ddf FL242 R17 II 11-1114.11.Ddf Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 HR-2810 Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 11-1114.1l.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/23/2015 Design Pressure:N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R17 II 11-1114.11.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 12-0730.01 WDW.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R17 II 12-0730.01 WDW.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-770 Window Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL242 R17 C CAC 14-0320.03 Window.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami-Dade County Notice of FL242 R17 II 14-0320.03 Window.Ddf Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size,and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 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: ® Rtreck M sec1117 .irrvaCS 1 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquUsDrhuM3D... 4/10/2015 MIAMI•�ADE 1IIAXII—DADE COUNTY,FLORIDA o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADBIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivNv.niiamidade.yov/ccotromy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 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(AHD). This NCA shall not lie 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: Series"PGT"CIipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer, dated 08129/1 iwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section stamp Nvith the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufact}rrer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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 Jaime D. Gascon,P.E. NOA No.14-1105.01 MIAM!•DADE COCOUNTY tS i�� Expiration Date: May 26,2016 t Approval Date: February 12,2015 �2`rils Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab-, Inc., Test Report No. 17L 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 10-0819,05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 201.0 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory,and Economic Resources(RER). E MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5"'Edition (2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying' with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller, P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P, E.,Product Control-Section Supervisor. Jaime A Gascol,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: _Nlay26,1016 Approval Date: February 12,201.5 B-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTMED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc,, dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.0X).. 5. Laboratory compliance letter for Test Report No. FTL -6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.", approved on 11/31/13 and expiring on 05/26/16. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016- Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE ® N n m MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE ANDSHOULD BE '� EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......................... 1 x�` ¢ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.............................. zI$'o ELEVATIONS...................................1 o F: FIGURE 1: Igo 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO ZX WOOD........................2 0 2 w MULTIPLE FOPENING WIDTH FOR VERTICAL MULL ARCHES TO BE O HAVE BEEN TESTED AS'FREE-FLOATING"AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MULL TO 1X 8 MASONRY.............2 0 MULLIONS '� SEE DETAILS INSCRIBED INSIDE MULL TO MAS NOTES..................2 4' / RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY.......................3 SHAPE (l SHEETS 23 MULL TO STEEL STUD...................3 -_' IF-75;1", 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL..._...........................3 m F I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS........._._...............3 III / IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS.._..............4 z In BAY MULL INSTALLATION..............4 O W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPECS...............6 ? _ INSTRUCTIONS. 1 X 2 X.375 MULL SPECS CS........-6 1 1X2.75X.375MULL SPECS..........7 � 1 1X2.755.85 0MULL ECS............0 z '7 0 SEE EraILs / Il / III /11 I 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.125 X.600 MULL sPECS........s W 0 o O AT HRU G; / V _ III _ _ \ SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.125 MULL SPECS............_.10 m o ~ SHEETS 2a _ I I ATHRU G; 1 X 4 X.375 TUBE MULL SPECS._.11 = ~ O ONLY TWO ADJACENT UNITS ATA TIMEWHEN USINGTHE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I- (n III SHEETS sa 154X.375 TMULL SPECS........11 J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.25 X 3.188 X.285 MULL sPECS...11 2 LU OPENING 1.25 X 3.25 X.100 MULL SPECS.....13 Z W= m MULL VERT. HEIG HT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.25 X.624 MULLSPECS.....14 Z $ 2 LENGTH HORIZONTAL 1.25 X 3.94 X.024 MULL SPECS_...15 Z R MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.25 MULL SPECS................16 Q o z SEE DETAIL E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 22 e X.25 MULL SPECS............_..17 � � .�-• � SHEET 3 1.26 X 2.11 X.125 MULL SPECS....18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT Z FW- Q o 30°X 3.25 BAY MULLSPECS.........19 REACTIONS. 45'X 325 BAY MULL SPECS..._._.20 Q 0 z N ZZ MULLION&CLIP DIMENSIONS......21.23 I-- z m W O FENESTRATION 8)REFERENCE TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2............................24 (n -i A S O `- PRODUCTSMAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES............_........25 fn ,BE OF ANY TYPE. W MANUFACTURED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z 0 U) / III BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH U UJ Q PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d G Z 0 0 SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. m �O HORIZONTAL A-D,G,H; MULL SHEETS 2a 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTH(HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOP, MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL'. PRODUCT REVISED os wlnPlyln9 whh tha Flarido HORIZ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Dundlm Oodc _ OPENING WIDTH F'� —'1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE A O.S.• 'I LENGTH I— ( «cFtauo NO MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN (n Da STEP 1). J OPENING py _(6C< r„ .�` HEIGHT '41am1 ado�cl Cuolmt OPENING MULL FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE �/ // HORI2. // // VERs. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. I I I I((l HEIGHT LENGTH MULL Y r/ r LMULL TH �\ 11N NT/ / 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� •(\\O..••...N 411 i��/ CAPACITY S MET�TE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHORP?•'' OPENING WIDTH N0.$670$ }�- SINGLE MULLION SINGLE MULLION FORVERTICALh1ULL 7)IF THE MULLION CAPACITY(LBS(FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT'1 FOR THE FOR VEERNG TCAL h1lRL OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA”TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS --0 VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 0�••, S'( q�FJS :•��` FROM FIGURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS(FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION •,�c�I F (V CAPACITY(LBS/FT')OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FORA PERMIT. /7 110 A.LYNN MI ,P.E. FL P.E.#56705 i c1 � DETAILA: DETAIL B: nwuloN �� MULLION TO 2X WOOD BUCK MULuoN MULLION ATTACHED TO IX BUCKSTRiP TYP,ANCHOR Eno OR WOOD FRAMING WOOD BUCK AND MASONRY AND /—PER SUBSTRATE, oa (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BTYAOCDHIMMEST SEE SEE TABLES IH-168 SEE NOTE I, N ( MULLION I SHEET-11. „ .• Docli {F- i EITHER THE I I I 1 21-23 FORHOLE SEESHEETS ° b i I MIN 2,7 KSI '' EDGE LD STANDARDO e I 4 i I 1 CONCRETE OR CMU• I i DISTANCE, - LOCATIONS M•---5UU - OFFSErMULL a EDGE o t I SEE SEE TABLES m C JPMAYSE o I EDGEDISTANCE 1D-163 INSTALLED BY I 11 DISTANCEFOR WOOD ° ° i 4 FOR MASONRY THIS AI€TROD a 4 °n J SCREWS I I I ANCHORS Ua Q CD d .260'MAX FOR a I I SIDE VIEW F z � ALL MULLIONS I - O a 4 e a e E(T11ER THE .0 J ° e ° e STANDARD OR 7 ' 4 0 ° e 4 Z' OFFSET MULL �g +� d , a a CLIP MAYHE a °4 EXTERIOR ° n INSTALLED BY U1 EDGE THISh1ETHOb. Z 4 DISTANCE Z t ., FOR a MASONRY a 44 Z 0 RS Z C-1 THE OFFSET C41P 19 ANCHOa Z ° RECOMMENDED FOR @ p EXTERIOR O 4 FBJ•FRAMEb � -� WINDOWS,BUTAtAY ° � OTHER FRAME TYPES. Z ¢ O O TYP.ANCHOR TYP,ANCHOR -'g wo wo V'o TYP,ANCHOR PERSUBSTRA'TE, PERSUBSTRATE, $ � •7 PER SUBSTRATE, / SEE TABLES 16.188SEE TABLES 1B-16B SEE TABLES IB•160 // EOGE(END " T---- DISTANCE SUCXSTRIP 1 SEE TABLES AND EMBEDMENT SUCKSTRiP 18-16D T ATTACHMENT AND EMBEDMENT' •• BYOTH€RS, ATTACHMENT I r • SEE NOTE I, •� ' BY OTHERS,? SHEET ' „ SEE NOTE 1, MM 2.7 KSI CONCRETE OR CMU • SIDE VIEW FRONT VIEW PRODUCE REVISEDawn Inatvillithol7kilds Oudding CDdo FRONT VIEW AcceQpnco No cacy� .DB INSTALLATION NOTES: (,u :Y6nm1 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Ede Product Contra-". 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \`\>>N ...- f I ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BEFOLLOWED,REFER SOTHE TABLES ONTHE ��Q$��.•' ...... F l�!{� gNy FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED, 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _ NO-58705 ,; 4}WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. _ —`0 •�''L' SY` y 6)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED T ELCOULTRACONORELCOI/4'S.S.AGGREGATOR MASONRY ANCHORS. '•.<ORIDP,,r' ASL N 14fER�P}E. FL P.E.t)56705 DETAIL E: a � .t25•MIN. MULLION TO MULLION —1 INTERSECTION NOTES: DETAIL C: ak MULLION DIRECTLY ATTACHED TO MULLION (U-CLIP) x� � < MASONRY STRUCTURE 1)MAY BE INSTALLED IN-TEE-OR-CROSS- (STANDARD CLIP SHOWN) INTERSECTIONS, �! VARIES oY 2 U 2)MAYBE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. LL I TYP.ANCHOR c'- , N EITHER THE I I PERSUBSTRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 6 Co STANDARD O I SEE TABLES 1B-130 (7 rc OFFSET MULL I I TOP VIEW FOR CORRESPONDING MULLION. z 1n CLIPMAYBE I I I EDGE DISTANCE MULLION INSTALLED BY 11 I n O W FOR MASONRY J THIS METHOD. I I I VARIES -i J W 1 ANCHORS _ 1 I 012 STEEL SCREWS, -• I I I^I SELF-DRILLING ORPREARILL g � `�MULLIONANDUSE SMS W p O DO m O F- u Z) In MULLION F- Z -U EXTERIOR d" ds g 0 EDGE DISTANCE THE OFFSET CLIP IS \� z V i RECOMMENDED FOR FOR MASONRY AN HORS d FIN-FMMED INTERSECTION g o WINDOWS,BUT MAY U-CLIP i-oe az ALSO SE USED FOR J 8 e OTHER FRAME TYPES. EXTERIOR Q z r- TYP.ANCHOR 'd zQ W 0 PER SUBSTRATE, d SEE TABLES IB-130 la- z O SEE SHEETS 21-23 FOR FQ- E C)o— BUCKSTRIP PERSUBSTRATE,ANCHOR HOLE LOCATIONS J B o AND SEETABLESIB-13B FRONTVIEW EDGEW Q Y Y .. BY OTHEATTACHIRST SEE.-ST TABLES U) EMBEDMENT- SEE NOTE I, • 18.138 Q Z Z SHEET 1. • • - DISTANCE vo�SEE TABLES SIDE VIEW �MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 10.138 ¢'� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: i'ODE. TRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PER SUBSTRATE, �SEETABLESIB-130 >RODUCPRBVISBD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION I � SE SHEETS ® wrgnlyMglvhh the FiaridONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FORCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE �� HALE ooeptoncu Nv (21FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCAitoNs3 ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ® Y Heil ade Pcoducl Comm4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3.5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED DISTANCEELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. •'•.•.•. 4&FRONT VIEW GAANDLCOMPLIANT WITH THE FL BUILDINGSB1313 BLES Q�. OCENSF•.�CA2XW000 BACKER MUST USED. h ATTACHMENT BY OTHERS. N0.58705 •,�(�_ EXTERIOR USE WOOD ANCHCRSPEGS SIDE VIEW - - NOTES: -0 - 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD '0T'•, ST-0 ANCHOR VALUES MAY BE USED. '��S ':�<ORIDA,,.•' ��� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNN M1MLI �i,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION �g� (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) 16 o � c10 c�ao SEE DETAILS A-E, 30-OR 45' FY 2 .LLVj SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N At MULLION 'S 13 O 1 O z co U) W H O O O O O O O O J W O O TOP VIEW SIDE VIEW m () o O F SHOWN WITH VX .12V I TOP VIEW I I =) z o C9 J MULLION I I I I F- I EXTERIORI I i I i PERSUBSTRATE, Z) U m b I I �$EE TABLES 16B OR IBB Z g $ I TYP.ANCHOR I I g STANDARD MULLION CLIP I �PERSUBSTRATE, II I I EXTERIOR �e rcZ MODIFIED TO FR FIELD SEE TABLES IO-14B CD I ¢ Z r �} CONDITIONS I I r- r 2'XR MULL ULANGLE ON EN z Z Q 0 I I I 2PER MULLION END,MUST BE Q Z N I I I INSTALLED INSIDE OF BAY MULL MULLIONI I I CD \\ I 1 I I 1 I I W J Q; II I I 2'X6'X.125- I' CD fn II I I ANGLE CLIP, Z I I I 2 PER MULLION END, U f2\ I I I MUSTBEIN STALLED Z O�O n n �O O I I INSIDE OF MULL. I I V u o w I I TYP.ANCHOR PERSUBSTRATE, SEE TABLES IB-14B ./� INTO WOOD, STEEL,ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CMU OR MASONRY MODIFIED IN-FIELD. EXTO R fpcEplgl oR -(��'�' ®_ VISED PRODUL m coomplying M the FlMda VOL Building No 5.01 ® I ® INTO WOOD.STEEL, O bmo p ® ® ALUM,CMUORMASONRY H EDGE DISTANCE 11IazN ado Product Control PER ANCHOR EDGE —}(}---© Q 1111111 f112�/ DISTANCE E ��` ON.......TN'V A�/ PERANCHOR O NOTES FOR INSTALLATION OPTION G&H: `�P`a��••),NCENSF'•<<F,p NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. >t':• 'x _ No.58705 1 DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26"X 211'X.125"MULLION. 2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE ;'�Q•'• -qoE`� 5 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. % ' :c4OR1DP.••• �ONAL E SN A.LYNN MILLER,P.E. FL P.E1158705 TABLE 1A mon � R k Mullion Capacity Table Ibeftt2 Opening WIdth(for vertically-sparvirg mulflons)or Opening Height(for horizortaiVsparrIng mullions) ���a a SD In 601. 701. 801. Do In 100 in 1201n 1401n 160 In �f°2 O Reetan lar Tre a Raclan alar Tre Ildang. Recta. ler Tre an. Rattan laz Tre rtda ReclenBular Tra Rdan. Reelen lar Tre de Rectangular Tre Rdang. Rectangular TFe Rdan. Reale. lar Tra de '�do 1. (N P�ng• g P fA P'm g gu P nD. P g !N Drt n9• A P 9 In P/T n9• R rig K 1%2X.126 Loafing Loading Loadng Loading Loading Loading Loading Loading Loading Loading Loadfg Loading Loading Loading Loading Loading Loading Loading o= Alum Tube F fid., A ., .. � F ,. P� k' .'� �' k' F ,. •� .. d.. Mu 8� 8� 8 2. a, a as a ka a a �. �� a. �, g � N a 8 d 9 6 a- a e 8 3 e a a A �9 g 3 A 8 a ^ a aa 8 t9 8 f3 6 s� ° E s s� s s� s� E s $ o� $ _� g• s� z �E _� ;$ s a s E 42 In 111.9 408 129.5 332 93.2 408 1 115.5 325 79.9 408 107.8 321 69.9 408 104.4 319 62.1 408 104.0 319 55.9 408 104.0 310 48.6 408 104.0 319 39.9 408 104.0 319 35.0 408 104.0 319 J 11J 48 in 74.9 312 83.8. 268 62.4 312 73-4 252 53.5 312 67.0 248 48.8 312 83.2 248 41.6 312 61.3 244 37.5 312 81.0 244 312 312 61.0 2M 26.8 312 61.0 244 23.4 312 81.0 244 2 rn 50.6251. 63.9 281 70.6 234 53.2 261 61.5 228 45.6 261 55.7 224 39.9 281 52.1 222 35.5 281 50.1 220 31.9 281 49.3 219 28.6 281 49.3 219 228 281 49.3 219 2D,0 281 49,3 219 W o o O $ 541n 52.6 247 57.5 207 43.9 '247 49.0 202 37.6 247 44.8 199 32.9 247 41.5 196 29.2 247 39.4 194 20.3 247 38.4 103 21.9 247 38.1 193 18.8 247 38.7 193 NA 247 38.1 193 ? M � to C 60 in 38.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.5 163 24.0 2D0 28.9 160 21.3 2D0 27.1 159 19.2 200 25.9 157 16.0 200 25.0 168 I-- 631. 33.1 181 35.3 155 27.0 101 30.3 152 23.7 181 26.9 149 20.7 tet 24.5 146 18.4 181 22.8 144 16.6 161 21.7 143 'F 66 In 28.8 165 30.6 142 24.0 165 26.1 139 20.6 165 23.1 136 18.0 165 21.0 134 72 in 22.2 139 23.3 120 18.5 139 19.9 118 16.9 139 17.5 116 W W �gz 781. 18.9 125 19.7 109 15.7 125 18.8 107 Q J T d Ili In 17.5 178 18.2 104 F, z 7 Q rn o TABLE 1 B ANCHOR CAPACITY ADJUSTMENT FORMULA: ¢ z o0 0 Anchor Ca aci Tabla Ibs N, aor DP, ANCHOR CAP.,,�,,,n, SUDslmto: 2.7k Concrete 3.5k Coni. Hallow CMU Filled CMU PT Wood Molal ( )X( )=ANCHOR CAP.,,, V5 r 5116'Elco IM SS Elco 5118'Elco 1/4.33 Elco Me Steel 912 Steel 912 Sled MULLION CAP.,,�,,,,,e LU X Anchor Clip Patterns AoehorTypo: 3116'Eton Ullmcon 114'Eke UlVecm 3'16'El..UlVecon 114'Eko Ullracm Q' Y Y Ulvecon AgomGator Ullman ApgraGalor Saw(G5) (05) screw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR N Edge DlstaroeQnk 1• 2-112' r 2-1n• 3.116' r 2.112' 1• 244 2' 3-116' 2- 0.46' 0.64' Da24• CAPACITY REQUIRED'CORRESPONDING TO AN U x Q 3 Embedment MT 1-314' 1.314' 13/4' 1314' 2' t-114' i-114' 1-114' 1-114' 1414' 1-94' 2- 1-318' 1318' lades ACTUAL PRESSURE REQUIREMENT FOR THE Q r z O O 2Anctrore®4.76'R1N.O.C.1Standard or offset alp ffI9.1Y• 390163 390163 450163 890163 1644163 270 lb, 280163 354 Ibs 740163 37-0IDs 684163 946163 341 Ibs 442163 6801D4 OPENING, WHEN IT IS LOWER THAN THE MULLION d= yC/I Cn 4Anchm Q 1.15'Lin.O.C.f Standard(wO68el)CGP(Fig.2): 400!be 7001be WA NIA WA NIA 380[be WA NIA WA WA WA 662 lbs 685 lbs t 12o Ins CAPACITY(FROM THE TABLE)OF THE SELECTED �_$ m O s.0 4AnoMrsQ 3'MIn.O.C./(2)2x5Anele pips/(Fq.3k 7801bs 780lbs 880lb. 1560lbs 1896 lbs 540lbs 660lbs WA 760lbs 7481b, 880 lb, 1892lbs 6821bs 6851bs u2o ms MULLION.IT WILL YIELD A MINIMUM ANCHOR €a m� 2 Anchors Q 0.45-MIn.O.C.f U4MIp,Into.12S Alum.(Fig.4): WA MA WA WA WA WA WA WA NIA WA WA WA NIA NIA 715163 CAPACITY WHICH MAY BE USED TO QUALIFY o o� 1Anchor111111{Fq.S): 195165 1951bs 225 lb, 445lbs 822lbs 13516, 1401bs 1771be 37016, 187lbs 332lbs 4731Ds 1701Ds 2211 be leo ins ADDITIONAL ANCHOR OPTIONS FROM THE @Anchors Q 1.15'MIn.O.CI F471p(F1p.61: 240lbs 350[bs NIA WA WA WA tg0 lbs WA WA WA WA WA Mi Ibs IQ 163 660163 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE2: TABLE NOTES: 1'R DUCTRHVISBO • • • • w C01*31113 nim th"Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Uuttdh%Code • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000" AmV91nro o_ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. r FIGURE3: I Ntemi ode Pr.act Conn01 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' L111 t I 1 i 1171 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS, `�� NON......N,eve , 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 125" '�,•' LICENSE•�FP CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' I No.58705 r THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X 2'X.125'MULLION - �• LEAST.125'THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND � • • THE MATERIAL.#10&1112 ANCHORS INTO WOOD MAYBE STEEL,16-8 S.S.OR 410 S.S. �� •, Zc� S (V0 NAL A./LYNNULLVR,P.E. FL P.E.#58705 TABLE 2A Mullion Capacity Table Ibse 4R Opening Width(for vertically-sparcVrg mri110ns)or Opening Height(for horizontally-spanning mullions) ��x' 601n 801n 701n 6010 901n t001n 1201n 1401n 160 in �� o Rectangular TraprTnang, Rectangular Traprhm. Real tar Topfrdam. Reclenmular Trep/raam. Rectangular TrapRdarg• Raclargular 7repRdarg- Rectangular Trap'Ttlare. Reclanguiar Treprdarg. Raclargulor Trop/Tdatg. 19 •' 1%2%.376 Laedine Loading Loading Lcading Loadlrg Loading Loading L.oadlm Loading LoadVg Loading loading Landing Loading Loading Lmdln9 Loadho Loading SY g Alum p F• a .+' amu., �' An P F 'u .- F As.. 'tea., '�.. P .. d Mullion a s 8 g3. a - �� a g �� 04 I'oCo Isp z 421n 170.0 620 170.0 435 161.3 662 170.0 478 129.7 662 170.0 506 113.6 662 169.6 618 100.0 862 166.9 517 90.6. 662 168.91 617 75.7 062 1669 517 64.9 662 1686 517 68.7 661 108.9 517 yrJ 481n 121.8 607 138-0 419 101.4 507 119.2 410 888 607 108.7 403 76.0 607 1026 399 87.8 607 09.6 397 60.8 607 99.0 306 50.7 507 99.0 395 43.4 607 99.0 396 38.0 507 99.0 396 J W 50.626 In 103.7 456 114.6 378 66.4 456 99.9 371 74.1 456 90.6 364 64.8 456 84.6 360 57.6 456 81.3 357 51.8 456 80.0 356 43.2 458 60.0 356 37.0 456 80.0 358 324 456 60.0 356 � �M U) 541n 85.4 400 93.3 338 71.2 400 80.9 328 61.0 400 727 322 53.4 400 67.3 318 47,5 400 64.0 316 427 400 623 314 35.6 400 61.8 313 30.5 400 61.8 313 26.7 400 61.8 313 m 0 .r 601n 623 324 66.9 276 51.8 324 57.6 210 44.5 324 51.2 284 38.9 324 40.9 260 34.6 324 43.8 267 31,1 324 420 255 26.0 324 40.6 253 222 324 40.5 253 18.6 324 40.5 253 In J 63In 63.6 294 57.4 252 44.8 294 49.2 246 384 294 43.8 241 33.8 294 39.8 237 28.9 294 37.1 234 26.9 294 35.2 232 72-4 284 33.6 230 19.2 294 33.4 230 1G.8 284 33,4 230 661n 46.8 268 49.6 230 39.D 268 424 225 334 268 37.5 221 29.2 268 34.1 218 280 268 31.6 215 23.4 288 29.8 212 18.6 268 28.0 21C 16.7 268 27.T 209 14.6 268 27.7 209 Z w d �• 's 721n 38.0 225 37.9 196 30.0 225 322 191 25.7 226 284 188 225 225 25.6 185 20.0 225 23.5 162 18,0 225 221 1110 15.0 225 28.3 177 12.9 716 19.6 178 17.3 226 18,6 178 2 LU .>t� 781n 30.8 202 320 177 25.5 202 27.2 173 21.9 202 23.9 170 19.2 202 21.5 167 17.0 202 18.7 165 153 202 18.4 187 128 202 16.7 180 10.9 202 15.9 158 9.6 202 16.6 158 .�1 g° z 781n 2a3 192 29.6 186 23.a 192 26.1 165 202 192 22,0 102 17.7 192 1fl7 169 157 192 18.1 157 14.2 192 188 155 11.8 192 152 152 10.1 192 14.4 150 8.9 192 14.2 150 Q J d' BO In 18.5 144 19.0 128 16.4 144 16.1 126 Z Q N O 96 In 16.2 127 15.8 113 c 1-N m0 00 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: V5 rq r�+ o" o� Anchor Capacity Table fibs ANCHOR CAP.,,,,,,,", W N Y Sobslrela: 233 Concreto 3.5k Cono. Hollow CMU Feled CAW PT Wood Metal (DP„)X( )=ANCHOR CAP.,,, O 5116'Elm 114'SS Elco 511W Eko 114'SS Eko 070 Steel 0126 1112 Steel MULLION CAP.,,c,,,,". )- X Anchor Typo: 3/16'Elm Ullmcon 1/4'Elea UlOacon 3118'Elm Uttrecon 1/4'Elco Ulleamn U Q O O Anchor Clip Patterns Ullmcan Agg.Gator Ultrecon AggreOalm Sarew(65)Screw(O5) Sarew(05) USETHISFORMULATOOBTAINTHE"ANCHOR Qa Z Edge Distance Ile): t' 2-112' 1' 240r 3-118` 1' 2-172' r 2412' 2- 3.118' z' 0.48' 0.54' 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN 0-g m0 O Embedment On7. 1-314- 1.374' 1-314' 1�1/- 2' 1-1/4' 1-1/4' i-1/4' 1-114' 1-1/4' 1-114` r 118' 1316` lades ACTUAL PRESSURE REQUIREMENT FOR THE �_ 2Ancham @ 4.75'Min.O.C.I Standard cr Offset Cllp(Flg.1): 390 lb, 39D lb, 450 lbs 89D 1M 1644W 270!be 280W 354 lbs 740 lbs 374 lbs W4 ft 8401M 341 lbs 44216s 56016s OPENING•WHEN IT IS LOWER THAN THE MULLION a €� � 4 Anchom @ 1.IS-A1h 0.111 Standard(of Offset)Cllp(Fig.2Y. 4001M 7001oa WA WA N/A WA 3801M WA WA WA WA WA 6621M 6851bs 112016. CAPACITY(FROM THE TABLE)OF THE SELECTED �' 4Anchors@WMIn.O.C./(2)2t5Anglo Cllps/(F)0.3k 7801bs 780lbs 8801bs 15GDlbs IBMlbs 540IM 560 lbs WA 760 We 7481bs 8871bs 18921bs 682lbs 05lbs 1t20IM MULLION.17 WILL YIELD AMINIMUM ANCHOR 2 Anchors®OA5'MIn.O.C./U4ttip,Inco.125'Alum.(Fb.4k NIA WA WA WA WA WA WA WA NIA WA WA WA WA WA 715Ibs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor/FClip(Fig.5k 1051M 195 lbs 2251M 445 lbs 8221M 135 lbs 140 lb. 177 lbs 370 lbs 167lbs 332 1h 47316. 1701M 22110. 2801M ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchwa@ 1.15'Min.O.CJ F-Ctip(FIg.Bk 2401M 3501bs WA WA N/A WA 1901M WA NIA WA WA WA 3411x 442 lb, 580IM ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTRHWSBD FIGURE I: FIGURE 2: TABLE NOTES: Bugdl�ingw ith"o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. AcoeDamOoNo V.7. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --{ 1.000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. vllgm) edePr ucl onlrol -1 FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, 2.000" HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �� �(LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. I \ -ON..•••...^llze' ice' ANGLE CLIP MUST BE USED IN PAIRS. L \,\CENSE'•. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED -T No.58705 ' FIGURE4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.65,ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF.126' = THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1'X 2'X.376'MULLION :/r, LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'O (• I THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. vov(V�� O��"•.FCORMN.•'•G�. : A.LYNN MM!A,P.E. FL P.E.#58705 TABLE 3Ah Mullion Capacity Table IbsW) Opening Width(for vBNcelly-sparW rg mUlicn9)or Opening Height(for horizontally-sparmi g mullions) 501n 60 In 701n be In 901. 100 In 120In 1401n 1801. 1%2.75X Reclongular TrapTOerg. Rectangular Trep'Tdang. ReclengU TreWTdeng. Recl.nBular Trep7Tdeng. Reclanolar TrapMeng. Rectangder 7I.p'Tdeng. Rectangul.r Tr.p'Tdeng• Rectergular Doang. Rectangular 'Up/rllang. �i aY f .376 A17. Loafing LoadnB Loedng Loedng Loedng Loedng LoadnO Larding Loadig Lcadng Loedng Loedng Loadrg Lcadng Loedng Loedng Loedng loadng e2 g Tube [17. f.. 4Mf41I)Dn � �� � G �� � � N42 in 170.0 020 170.0 435 170.0 7N 170.0 170.0 868 170.0 608 170.0 992 170.0 519 170.D 1118 170.0 521 170.0 1740 170.0 521 148.7 1301 170.0 521 127.5 1301 170.0 521 111.5 1301 170.0 52140In 170.0 708 170.0 524 170.0 850 170.0 170.0 992 170.0 630 170.0 1133 170.0 661 151.8 1139 170.0 677 136.6 1139 170.0 Dao 113.9 Me 170.0 660 97.6 1139 170.0 660 85A 1139 170.0 680W50.6251. 170.0 747 170.0 563 170.0 898 170.0 187.8 1032 170.0 684 146.6 132 170.0 723 130.5 1032 170.0 747 117A 1032 170.0 756 97.9 1032 170.0 756 63.9 1032 170.0 768 73.4 1032 170.0 756 o 641. 170.0 707 170.0 612 1fi1.3 907 170.0 691 118.2 907 164.7 730 120.9 907 152.5 720 107.6 907 145.0 714 96.8 907 141.1 710 80.6 907 140.0 709 69.1 907 140.0 709 60.5 907 140,0 709 m p 60 In 141.1 735 151.5 625 117.6 735 130.3 611 100.8 735 118.0 599 88.2 735 106.2 590 78.4 735 99.5 563 70.6 735 95,1 578 58.8 735 91.8 574 60.4 715 91.8 574 44.1 735 91.0 574 F=-• r0 J 831n 1219 666 130.0 570 101.6 668 111.6 557 87.0 660 96.9 547 76.2 668 90.1 538 67.7 660 03.9 631 60.9 666 70.8 520 50.8 666 76.6 521 43.5 666 76.6 621 38.1 666 75.8 621 � U) 661. 106.0 607 112.4 522 88.3 607 96.1 511 75.7 607 85.0 601 68.2 607 77.1 493 5B.9 607 71.5 486 53.0 607 67.0 461 44.2 607 63.4 478 37.9 607 62.7 474 33.1 807 62.7 474 Z W i .1' gg� a€ m e� 721. 81.6 510 85.H N3 60.0 51D 73.0 434 68.3 510 64.3 426 51.0 610 57.9 419 45.4 510 63.3 413 40.6 510 50.0 400 34.0 510 46.0 402 29.2 510 44.4 199 25.5 510 N.3 399 (n 761. 69A 458 72.6 400 67.8 456 81.7 392 49.8 456 61.1 385 43.4 458 40.6 378 38,0 456 N.6 J7J 34.7 456 41.0 388 28.9 450 37.7 382 24.8 468 18.0 359 21.7 458 35.7 358 J J o c1 o:Z 781n 64.2 435 67.0 391 53,5 435 66.8 373 45.9 435 49.8 366 40.1 435 44.7 360 35.7 435 40.9 355 32.1 435 38.1 351 28.8 435 34.4 344 22.9 436 32.6 341 20.1 435 32,2 340 I.- '2 - Q 0) 0O 901n 41.8 327 43.1 280 34.8 327 36.4 285 29.9 327 31.8 280 26.1 327 20.3 276 23.2 327 25,7 271 20.9 327 23.7 268 17.4 327 21.0 262 14.9 327 19.3 258 Q n z 27 061n 34.4 207 35.4 257 28.7 297 29.9 252 24.6 287 26.0 248 21.5 297 23.1 244 19.1 2B7 20.9 240 17.2 267 f9.3 237 14A 287 16.9 212 I M 4 ;�o� 1081n 24.2 227 24.7 205 20.2 717 20.6 201 17.3 22) 18,0 198 15.1 227 18.0 185 4n x 1111. 22.3 216 22.7 104 18.0 215 19.1 191 15.8 215 16.6 tee m N Y 1201. 17.6 184 17.9 187 U ¢ j TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: sex z ((� O� Anchor Capacity Table lbs a mp*;0 ANCHOR CAP„,�,"„E _ Subslral¢ 2.7k Contra. 3.6k Cone. Hollow CMU Filled Ch1U PT Wood Metal (DP_)X( )=ANCHOR CAP.,,, �m� 5'10'Eko 1!4'SS Eko 5115'Elco 1/4'SS Eko 610 Steel 612 Steel 812 Steel MULLION CAP.,,,.,,u, ' Anehar Cllp Patterns Anckrrype: 3/1&'Elco Ulbacon 1l4'Ek.UlOacan Ullmcon 3116'EIoo UlOeoon ip'Eko Ul(raam AggreGator anrecon Aggreaalor Somm(G5)Screw(G5) Sofm(o5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance(in): 1• 2-112' t' 2-IW 3-118' 1' 2-12• 1• 244 2- 3.118" 2' 0.48" 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment DnS IJ14• 1-314' 1-314' t-3/4' 7 1-114' 1-114- WIV 1-114- 1-114- 1-114' 2• 1318' I ve• vades ACTUAL PRESSURE REQUIREMENT FOR THE 2Amkne@4.75"Min.O.C.I Standard or Oftel alp(Fig.1}: 390lb. 3901b3 4501bs 8901bs 1644 IM 210lb. 2801bs 354 In 740 ms 37411* 664 lbs 946 ft 341[be 442 lbs SEW Ibs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm®1.15'S11n.O.C./Slondard(or Olket)Glp(Fg.2): 480 lbs 700 lbs WA WA WA WA 380 lbs WA WA WA WA WA 682 its 885119 1120 lb, CAPACITY(FROM THE TABLE)OF THE SELECTED 4 An`hm@3'Min.O.C./(2)225 An91e Clips I(Fg.3): 780119 760 lb, 680 lbs 1560119 IB98 lis SID lb. 560 lb, WA 760 lbs 748 lbs DW Ibs 1892lba 682109 885lba 1120 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2A.bom@0.45'h9n.O.C.I Ualp,Into. (Fig. WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 715lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhor!FLOP(Fg.5): 185 lb* 195lbe 229Ibs 445 to 622119 135 los f40 Its 177119 azo lb, 187110 33211 473119 170111 221llxi 280119 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchors @ LIS'MN.O.CJ F471p(Fg.6): 240lbe 350109 WA NIA WA /A 190 Ibs WA WA WA WA WA 111 Ibs 442119 Ego Ibs ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUcTREIVISED CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. os complying lith the Plodda ugd1071 Cork a �t - Fye•,.,,r ccpcp blrllVo-.L l�(J�J• FIGURE 1: FIGURE 2: TABLE NOTES: ,Rate • • --I 1.000' f-- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. land ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 11 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE. `�v� N� LYNN,���77,7 FIGURE 3: , ��1,0 ee 771 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.750' Q'c, v)GENSR •F� • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.56705 '7T ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED P 41 FIGURE 4: FIGURE 5; FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED '375" -�} �•`('S- _- YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' :0 S'ATG OF • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT1'X 2.75'X.376'MULLION %'n�-'•,,F(,ORtpP,. 0 O LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ��7LSS. ,• CSG�� THE MATERIAL.#10$#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. A,LYNNIMILLEfk,P.E. FL P.E.#58705 TABLE 4A a�h n Mullion Ca o aflf2 Table IbRN_ Opening Width(for wrllea*spam]rg mullions)or Opening Height(for hort2nntallysparrirg mullions) 501. 601. 70 In 801n 00In 1DDIn 120 in 1401n 1801n � o F 0 Raclenguler TieDTdalg. Rectangular Tm{J7dang. Roclengular TrepRd"'. Rectangular 7raplTdeng. Reclan9uler TrepRdeng. Rectangder ltapl7dang. Reclen0ular TrapTderg. Reclnngular Trep/ldeng. Reclan9ular Trepl7dang. q' 12 1 x2.76 x Loafing Loadng Loadng Loafing Loafing Loadng Loadng Loadng Loadng Lcadng Loadng Loafing Loadng Loadng Loadng Loadng Loadng Loadng o x .850 Alum. ^ Tubo ? x r p a r z p r a a r r r r Mullion N i4� O a v el •6 Il] e� .�� ag �� >s t: � e. a �� � & r� �� s� s,$ li� �• £� s$ s� s� s s� g 5 sad k �� �� 5 �� 5 � 3 z2L - o 421n 170.0 020 170.0 475 170.0 744 170.0 478 170.0 863 170.0 506 170.0 982 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 $21 168.7 1620 170.0 621 138.8 1820 170.0 521 -3 W 481n 170.0 708 170.0 524 170.0 050 170.0 684 170.0 982 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 080 141.7 1417 170.0 660 121.5 1417 170.0 680 100.3 1417 170.0 680 _ � S lY o .4n 50.625 In 170.0 747 170.0 563 170.0 880 170.0 631 170.0 1046 170.0 684 170.0 1185 170.0 723 1826 1268 170.0 747 146.3 1288 170.0 750 121.8 1286 170.0 756 104.5 1288 170.0 758 81.4 1288 170.0 756 W o o 0 541n 170.0 797 170.9 012 170.0 958 170.0 601 170.0 1118 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 837 120.6 1130 170.0 858 ID0.5 1130 170.0 861 88.1 1130 170.0 801 75.3 1130 170.0 881 M 80 In 170.0 885 170.0 701 148.5 015 162.3 781 125.5 915 144.5 748 108.8 015 132.3 735 97.6 815 123.9 728 67.9 915 118.5 720 73.2 815 114A 715 62.8 915 114A 715 54.9 915 114A 715 1--' � -J 631n 751.8 830 181.9 710 120.5 830 138.9 594 1065 030 123.2 081 94.9 070 112.2 670 84A 830 104.0 002 Me M 99.4 658 63.3 830 84.5 649 54.2 830 04.1 649 47.4 a30 84.1 &9 Wo 138 In 132.1 757 140.0 &50 110.0 757 119.8 830 94.3 751 105.9 824 625 757 98.1 614 73.4 757 89.1 600 80.0 751' 84.2 800 55.0 757 79.0 5W 47.2 767 78.2 591 41.3 757 78.2 591 z 0. V� ccn 721n 701.7 636 100.8 552 84.8 838 01.0 540 72.7 830 60.1 530 03.8 Sia 72.2 521 58.5 630 68.5 514 50.0 Me 62.3 Sea 420 636 572 800 38.3 638 55.7 487 31.8 636 55.2 497 -j 781. 88.5 571 00.4 498 72.1 571 78.6 486 8. 571 67A 479 64.1 571 30.3 471 48.0 571 55.5 464 43.2 571 51.8 450 38.0 571 47.0 451 30.9 571 44.8 447 21.0 571 44.5 446 Q � � 78 In 80.0 542 83A 474 68.7 642 70.8 46.5 57.1 542 82.1 450 50.0 542 55.7 449 44A 542 51.0 442 40.0 542 47.5 437 33.3 542 42.8 429 28.8 542' 40.8 425 25.0 542 40.1 423 l""' 2 ¢ N o 901n 521 407 53.7 381 43.4 407 45.4 355 37.2 407 39.8 340 325 407 35.3 343 28.8 407 32.1 338 23.0 407 20.6 334 21J 407 20.1 327 18.8 407 24.1 322 18.3 407 23.0 318 ZZ Q U �z r ~ '-O m 081n 429 358 44.1 320 35.8 358 37.2 314 30.7 358 32A 300 20.8 358 26.8 301 23.8 358 20.7 300 21.5 356 24.0 296 17.0 358 21.0 2a9 15.3 358 10.2 284 � X di mc) o' tOB In 30.1 287 30.8 255 25.1 283 25.9 261 21.5 287 22.5 247 18.8 283 10.8 2nd 16.7 2B3 18.0 240 75.1 283 18.5 237 W IIt In 27.8 267 28.3 242 23.1 267 23.8 238 iB.B 287 20.6 235 17.3 287 18.3 2J1 15.4 287 18.5 228 CV rn (n 120 In 22.0 228 22.3 209 18.3 229 18.6 205 15.7 T2B 16.2 202 V X Q O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: EL$� Z W m O s.0 Anchor Capacity Table Ibs ANCHOR CAP. ,,,,,,,, - Substmle: 2.7k Concrete 3.5k Cone. Hollax CA1U Filled CMU PT Wood Metol (OP e)X( )=ANCHOR CAP.,,, 6'16'Eko 1/4'33 Eko 5116'Elco 114'SS Eke 410 Steel 412 Steel d12 Sled MULLION CAP.,,�,,,,,� Anchor Cllp Patterns AncforType 311B'Elco Uliracon 1/a•Eko UlOacan Ln 3'IB•Elco Ultrecon 1l4'Eko Uluacon ADgmGekr Ulnacon ApOreOalor 01'Steel 6eraw(GS) Sew(G5) USE THIS FORM ULA TO OBTAIN THE"ANCHOR Edge Dlsmnce(In): 1• 244 P 2-in' 3-118' t• 242• 1• 2.12' 2' 3.118' 2' 0.48• 0.54- 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(fO 1314' 1.314• 13M la4' 1 T 1-114- 1-114• 1-114• 1-1/4' 1-114• 1-114• 2- 1318' 1316' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors@4.75'MIn.O.O l Standard er OQsel Cap(M*U. 390(M 390 lbs 450 ft 890lba t844 270 lbs 280 354109 740 I 374 lb, 664 lba 9481.69 341[be 4421bs 560 lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'MN.O.GI Standard("Of feet)COD ft.2): 480 lbs 70D Ibs WA WA WA WA 390 lb. WA WA WA WA WA 662lbs 08.51 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors @3'Min.D.C.I(2)2x5 Angle Cops I(FIg.3r 790 Iles 1801.69 6801bs 15601bs 16981ba 5401bs 5601bs WA 760 IW 7481hs aw lbs lsez lbs 682 lb, eas bs t120lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Amth@0.45•Mln.O.C./U-alp,Inlo.125•Alum.(Fig.d): WA WA WA WA WA WA WA WA WA WA WA WA WA 71 lb, CAPACITY WHICH MAY BE USEDTO QUALIFY 1 Anchor/F-CBD IFIg.SY 1951.69 1951.69 22516s 4451bs 8221bs 1351.69 1401ba 177 lbs 370I" 1871bs E2'P,4 4771bs 1701.69 221 lbs 280 lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchom@1.WhI1n.O.C.F-CIID ffk-BY 240199 3501.69 WA WA WA WA 190 lbs WA WA WA WA WA 341 lbs 442 IM 60 lbs ANCHOR CAPACITY TABLE. RODUCf RBVIsED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE F�Q\MPLE ON SHEET 24. ugd�lYthe pl.d4v 4rcpimrm N0 FIGURE 1: FIGURE 2: TABLE NOTES: 1.000• 10 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Narnl ado Prod"'.Cartrol 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2-750' a�•'•\,\GENS F i • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. M1 yt.:• Tr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 650' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED I Z`1 FIGURE 4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" O S ATE O'4 i THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE)..STRUCTURAL STEEL TO BEAT •'••,•o<ORIOP.•'G\�� loll LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76•X.650'MULLION ' CCs S lollI I I� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 1",,&IONM--- `�• . A.LYNN MILLER,P.E. F L P.E.#58705 TABLE 5A o � v Mullion Capacity Table Ibs7R2 Opening Width(for veRicaly-sparring mUllons)arOpening Haight(for tnrizontaIVspamng mlilions) coin 601n 701n 60 in 901n login 1201n 1401n 1601n Rectangular T, pTdeng. ReclengWar TropfTdeng. Rectangular Trep'Tdalg. ReclergWar TmpRdan9. Rectangular Trep/idang. Rectangdar Trep/alan8. Rectangular Trap'Tdeng. RaclangWar TrapTdang. Rectangular TrepfTdang. � y 1"X 3,126"X Loading Loedn Loadng Loading Loading Loadng Loading Loading Loading Loading Loadng Loading Loading Loading Loadng Lmdng Loading Loadrg S z ¢ .500"Alum Tubo Mull R .• 2> 2> a 15 a a a ,� • az• aa aa rL,F ,• ?a" a LL N v v v v v 8 v v �°i to o ct tic 8 !�a o u u ct ca .ca 13` o ra o t> o r�` ti 8 u o •5 M € o� sp s. s� g �� °� tr �� - €� ffi- �� ~ g g y g- U) Inc �_ az �� rc �� d e a e ij 421. 170,0 620 170.0 435 170.0 744 170.0 478 170.0 BBB 170.0 508 170.0 092 170.0 518 170.0 1718 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 1802 170.01 511 IJ W 461n 170.0 708 170.0 524 170.0 1150 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 681 170.0 1276 170.0 077 170,0 7417 170.0 080 157.7 1577 170.0 000 135,1 1577 170.0 880 1182 1577 170.0 880 7 = L 50.625 In 170.0 747 170.0 563 170.0 890 170.0 631 170.0 1046 170.0 684 170.0 1195 170,0 723 170.0 1345 170.0 747 170,0 1484 170.0 756 141.7 1485 170.0 7561 121.5 1495 170.0 758 106.3 1495 170.0 756 W �o O 541n 170.0 797 170.0 612 170.0 956 170.0 691 170,0 1118 170.0 764 170.0 1275 170.0 803 188.1 1401 170.0 837 149.5 1401 170,0 856 124.6 1401 170.0 881 WILL) 1401 170.0 861 93.4 1401 170.0 881 M 80 In 170.0 885 170.0 701 170.0 1063 170.0 787 158,5 1750 170.0 876 136.7 1156 167.D 028 123.3 1158 168.5 917 111.0 1150 149,7 010 92.5 1156 144.5 903 78.3 1166 144.5 903 88.4 1156 144.5 003 F J 631n 170.0 930 170.0 745 169.8 1049 170.0 050 137,0 1049 155.5 680 119,8 1049 141.7 848 108.5 1049 132.0 830 95.9 1049 125.5 628 70.9 1049 118.3 620 68.5 1049 110.9 819 59.9 1049 11(1.9 819 � rn 68 N 186.6 055 170.0 788 138.0 955 151.3 804 110.1 955 133.7 786 104.2 055 121.4 775 02.6 055 112,0 765 83.4 955 100.4 757 69.5 955 99.8 749 59.8 955 98,7 748 52.1 055 08.7 746 z W$ $ j 72 In 128.5 BOJ IJ/.9 887 107.0 603 111.9 882 91.8 803 101.1 670 80.3 BOS 91.2 859 71.! 803 at.9 el9 84.2 803 78.8 842 53.5 803 722 632 45.9 607 89.8 828 40.1 807 89.7 827 (nZ 781n 109.2 721 114.1 629 91.0 721 97.0 818 76.0 721 85.1 605 68.3 721 78.5 595 60.7 721 70,1 586 54.8 721 85.4 578 45.5 721 59.4 669 39.0 721 58.6 584 34.1 721 50.1 583 '--1 � rZZ 78 In 101,0 084 105.4 588 84.2 884 89.4 587 72.2 884 78.6 570 83.1 BBI 70A 587 68.1 804 84.4 SSB 50,5 884 59.9 551 42.1 884 51.1 511 38.1 084 51.3 538 31.8 881 50.8 536 Z Q N 90 In 65.8 514 67.9 456 54.6 514 57.3 448 47.0 514 50.0 M0 41.1 514 44.6 433 38.5 514 40,5 427 32.8 514 37.3 421 27.4 514 33.0 412 23.5 514 30.4 408 20.6 514 28.0 403 F¢- Lf) ZOD o 06 In 54.2 452 55.7 404 45.2 452 47.0 398 38.7 452 40.9 3A0 33.0 452 38.4 384 30.1 452 32.9 378 27.1 452 30,3 373 22.8 452 28.8 365 19.4 452 t24.2359 18.9 452 22.8 355 U) X oID81n 38.1 357 38.9 322 31.7 357 72.7 317 27.2 757 29.1 312 23.11 757 25.2 708 21.1 357 22.7 303 10.0 357 20.8 299 15,0 357 18.0 283 13.6 357 11.8 357 15.0 283 W 75.7 338 35.8 300 20.2 338 30,1 301 25.0 338 28,7 286 21.8 338 23.1 282 19.5 338 20.8 288 17.5 338 19.0 284 14.8 378 18.5 278 12.5 338 11.0 338 13.0 268 M1 27.7 299 282 207 23.1 289 23.7 259 10.8 289 20.5 256 17.3 288 OA 252 15.4 289 10.3 249 13.9 289 14.9 248 11.6 289 118 240 9.9 289 8.7 280 10.4 232 V X Q O O Q..� Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: m0 s.0 AnchorCe act Table lbs ANCHOR CAP.,R,,,�, - €�m� sub;0ale. 2.71r 0t nle a6k Cme. Hdlow r7JU FlnedCfIU PTWood Metal (DP<)X( )-ANCHOR CAP.,,, NIC Elco t/d'SS Eko UWE- 14•SS Elco alo sleet aiz steel alz stcel MULLION CAP.,,o„�, AnchorCllp Peltgme Anchor typo' &I Elco Wtncm 1M•Fx0u0mcon unmcon 3'15 Elco Ugnsm 1/a•Ekouttmcan AggreGE11c Wracm AggreGder scraw(G6)6crcw(W) Scrtw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge pslarce pn) 1' 2-112' V 2-1r 3-118' 1• 2412' 1• 2412' 2' 3418• z• 0.48' 0.64• 0.324' CAPACITY REQUIRED"CORRESPONDING TO AN EmbMnon n 1y4' 1y4' 1y4• 1y4• 2' 1-14• 1414' 1-114• 1.14' 1-14• 1-14• 2' lye• lye' vales ACTUAL PRESSURE REQUIREMENT FOR THE 2Mtlnrs Q 4.75 ROR O.C./Standard a O%et Up(Fig.1} aro los ago lrs 4fU los g2lllA��: -1 Ins 27a ms leo ms ast ms 7491 3741os bra lba 91s IDs 341 ms 442 IDS 56o IW OPENING,WHEN 1T IS LOWER THAN THE MULLION 4 Anchors Q 1.15•MIR O.C.1 Stmoam(rr gtel)Cgp 09 2)' 4601D5 7001M N/A IA IgA 3m Ins NIA IVA H/A IUA WA 692104 BBS11201ni CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcmm@31 Min.O.C./(2)26 Angle Cops/09.3y 7801os 77b 1a 6801os 5lbs MOMS MIDI N/A 7601M 7481bs mes 16921m 6e2 ms e.1Ds neo ros MULLION.IT WILL YIELDAMINIMUM ANCHOR 3Arcmis Qg,45•L1m.O.G./U-COp,In1o.12CAlum.(F7g.4)'. II/A IUA NIA UA NIA run N/A IUA NIA IUA IgA INA IgA 1073 IDS CAPACITY WHICH MAY BE USED TO QUALIFY 1 ArcMr/F-0Up(Flg 6) 1BSlbs 105lbs 225 ms IDS 1351os 1401DS 177 IDS 370ID5 1671bs =IW 4731M 17o los 2zf lDe 2Bo IDS AITIONAL ANCHOR OPTIONS FROM THE 2Mch"Q 1.1CI'll"O.Cg ' 2401bs 3W lns 11/A IA H/A 100 Ib; N/A IUA 1t/A tUA tUA 3111Ds 4421Ds fb01DS ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUCT RHVISHD u11d1.g)Y the Florida F-1.000'-1 me cc No �Q FIGURE 1: FIGURE 2: TABLE NOTES: - l4on.Date 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. (ami ada Product control 1111111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3125. ��� p11� ..• '47/�C F FIGURE3: �� �`� '• •• i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. � �\ 1,1G[I4,SE •.,,P • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. C�'t�,, •,•,��, FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 - ANGLE CLIP MUST 8E USED IN PAIRS. 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .500' ,.� •I-^""'�,�� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90,WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' 1'X 3.125'X.5'MULLION STATE OF �C THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1'V'X.5* UL •'•.STATEOP.•'• LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :�s1 ..... RC2 Q Q THE MATERIAL.810 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /1//,,ANAL EC��s A.LYIJ<SIMILL�I2,P.E. FL P.E.#68705 TABLE 6A wN EO ' u Mullion Capacity Table(Iha7ftJ g�xn Opening Width(for lrerticaly-spanring mullions)orOpening Height(for horizontally-sparring mullions) �W Mico ¢ 601n 601n 701n 801n 90 in 100 In 1201n 140 in 16013 7Ylyd o Realengdar Trep7lda.g. ReclenB0lar 7ropRdmg. Reolengaiar Trep/lilang. Reclen0dor 7rep7dang. Reolangular TraplT11823 eclengder Trep/idanB• Reelangular TraN7dong. Reotenguler Trop/rdong, Reolengular TrapRdang. ti 1x4x.125 Loading Loadn9 Loadng .Loading Loading Loadlg Loadng Loading Loading LmLoaft Loafing Loading Loadng Loadng Loading Loadng Loadng sy Alum.Tube . ' € ',. F '.. F '.. .. €.. �' '.. €.. �' F s LL Mullion k A' 1 9 " fa 19 11 g� g� V421n 170.0 620 170,0 435 170.0 744 170.0 478 170.0 868 170.0 608 170.0 992 170.0 519 170.0 1118 170.00.0 1240 .170.0 521 170.0 1408 170.0 521 145.6 1489 170.0 521 127.6 1489 170.0 521 _IW 48 In 170.0 708 170,0 524 170.0 a50 170.0 584 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1276 170.08.3 1307 '170.0 600 130.3 1303 170.0 680 111.7 1303 170.0 680 97.7 1303 170.0 68060.825In 170.0 747 170.0 563 170.0 896 170,0 831 170.0 1046 170.0 684 170.0 1185 170.0 723 166.1 1235 170.00.5 1235 170.0 760 117.1 1235 170.0 765 100.4 1235 170.0 768 87.6 1235 170.0 756 W o0 641n 170.0 797 170.0 612 170,0 958 170.0 691 170.0 1110 170.0 754 154.4 1168 170,0 803 137.2 1168 170.03.5 1158 170.0 868 102.9 1158 170,0 861 88.2 1158 170.0 881 77.2 1158 170.0 681 m C,c) 6013 170.0 805 170.0 701 168.7 1042 170.0 787 142.8 1012 161.1 872 125.1 1042 146.7 815 111.2 1012 170.800.0 1042 130.2 791 B7.d 1042 125.1 7a2 71.5 1012 125.1 782 825 1042 125.1 702 F J8713 170.0 WO 170.0 745 151.2 992 183.8 818 128,8 BB2 141.4 789 113.4 092 131.0 782 100.8 BB2 121.10.7 892 114.6 768 75.8 982 100.4 745 84.9 992 108.0 744 36.7 892 108.0 744 661n 165.4 047 170.0 789 137.8 817 148.0 785 IIIIJ 047 130.3 788 103.4 047 117.7 752 91.9 047 108.72.7 947 102.2 727 61.9 947 95A 713 69.1 817 04.0 711 51.7 B47 04.0 711 zL72h135.8 849 142.7 737 113.2 B49 121.6 722 97.0 849 108.8 708 84.9 649 98A 698 75,5 849 88.77.9 849 82.7 075 56.6 849 75.3 659 48.5 849 72.5 652 42.5 849 72.4 651 •� 116.5 702 120,7 665 96.3 762 102.6 652 02.5 762 90,0 &0 72.2 762r24.4 628 64.2 762 74.2 620 57,1 762 69.2 613 48-1 #57.3573 2 41.3 762 59.9 597 38.1 762 59.4 595 J (J) '1 ozQ108.8 724 IIIA 034 89.0 724 94.6 621 76,3 724 82.9 609 66.8 724 680 68.4 724 68,1 591 53.4 724 63.4 583 44.5 3 38.2 724 54.3 567 33.4 724 53.5 565 F- -J69.8 543 71.0 483 68.0 643 60,7 474 49.7 543 62.9 466 43.6 543 458 36.6 543 42.8 452 34.8 643 39.5 446 29.0 6 24.8 643 321 430 21.7 543 30,7 426 Qz 57.3 476 58.9 427 47.8 478 48.7 419 40.9 478 43.2 412 35.6 478 405 31.8 478 34.8 400 28.7 478 32.0 395 23.8 6 20.5 478 25.6 380 17.9 478 24.2 376 F-' r0N 9 9 40.3 377 41.1 341 33.5 377 34.8 335 28.8 377 3D.0 330 252 377 325 22.4 377 24.0 321 20.1 377 22.0 317 16.8 10 14A 377 17.1 304 U-1 <III In 37.1 357 378 323 30.9 157 1I.8 311 26.5 357 27.6 313 23.2 357 309 20.6 357 22.0 305 18.5 357 20.1 301 15.4 94 V (`L 12013 28.3 106 29.8 279 24.5 308 25.1 274 21.0 306 21.7 270 18.3 309 287 18.3 308 17.3 263 U X `Q O O z 14413 17.0 212 17.2 IBB m TABLE 6B ADJUS ANCHOR CAPACITY TMENT FORMULA: Anchor Comity Table lbs SubMtulw 2.7k Concrete 3.5k Corm. Hoamvcmu RIdCMU PT Wood MOM (DP_)X ANCHOR CAP.,,„,,,,,,,\=ANCHORCAP.,,, Anchor Type: 3116'Eko Ullraeon i/4'Elco Uiaaem 5'18'Eko 3116'Eleo Ullracon 11,'Elco Nbaeon 114'SS Elco 5118'Elco 1!4'SS Eka 010 Steel 81261¢¢1 012 Glen MULLION CP.,_,_ Anchor Clip Patterns UlVoeon ApgreOata Ulirscon ApgreGatof 6orew(05)Serew(G5) Screw(G5) USE THIS FORMULA TO OBTAIN 7HE'ANCHOR Edge Uslam.9nt 11 2-In' 1• 2412• 3-1/6' 1' 2-112- r 2.12• 2' 1 3-11W r 0AW o.5f• 0.324' CAPACITY REQUIRED".CORRESPONDING TO AN Embedment(In): 1.3x4- 1.314' 1•314' talo• z• 1414' 1-174• 1-114' 1•1!4' t-71P 1-Ild' 2• fala• tare' lodes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohors@4.76'LiLn.O.C.r Standard or O05al C0p(FIg.182): 300 Ibs 3901bs 450 Ibs $90 Ibsn1644 270 lbs 2801bs 354@s 7401bs 374 Its 6641bs 940Ibs 341 Ibs 44211, 5601baOPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors®2.25'MIn.O.G I Standard(orOOsel)pip(Fig.3): 70016s 700IM 680 th¢ 1410lbs WA 5601bs WA 630Iba WA 880lbs WA 682Ibs 8851bs 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anchm 1.15'Min.O.C.Ialandd(aromo')Up(Fb•4t 9601bs 14001bo WA WA NIA 760lbs WA WA WA WA NIA 13831ts 1770 ros 2240 Ibs MULLION.IT WILL YIELDAMINIMUMANCHOR 4 Anchwa 9J 3Min O.C.1(2)2x5Angle pips I(Ftp.6): 7B0IGs 7B0IDs 0801bs 46601bs 540 W 560 1b. NIA 76011, 748 Ibs IWA TbUA 682 ft 065It14430 s CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anchm®3'Mia O.C.1(2)2x6 An01e pips 1(16 B): 11701b. 1170lba 1020 Ibs 2340 Ib. 26441bs 6101bs 8401W NIA 114011, 1122 1b, 102211, 1327 Ibss ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchors@0,45-Mtn.O.C.1 U alp,InIo.125-Alum.(Fig.7): WA WA WA WA WA WA NIA NIA WA WA WA NIA s ANCHOR CAPACITY TABLE, PRODUCI-REVISED 2Anohom(d)2.25'MIn.D.CJF11g1lg.B): 3501bs 1 lbs 200Ibs 1.lbs 4761bs WA 2801. WA McIbs WA 341 lbs 41211, s uwmplying wNllLe plorlda 4Arwtwra®1.15•Min.O.CJ F47Ip(F a 9); 480ms700Ibs WA WA WAWAIbs WA WA WA .2 1b, 88511, s BuSdDtg ot,N NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' f--- Acctptmtco o (Jy J�ID TABLE NOTES: Alarm ado Product Control FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE (\111 I I 1!!11 • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ....... �9/(( 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P��,.•'�,tGENSF '•.F�Q �� • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'000' _= No.58705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - = FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - !S • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED I- S rATE ( •41 • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126" '(/ ''.,•FCORIO ••',�� SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL L '�� •••.••-•P G� STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK SS/'O/NAL- i EC'1 ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& I'X 4"X-125' A.LYNN MIL�t R,P E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mullion Capacity Table Ibste Opening Width(forverticaly-sparang mullions)or Opening Height(for hod$ontally-spanning mul0on9) SO in eO In 70177 BO in 901n 16D In 1201n 140 In toot. F b p Rectangular TrapRng. Rectangular TrapTdang.daRea pfrdmg. Re Implar Trep/Tdang. Raclanguler TmpRdarg. Reclangutnr Trap/Tdang. ftectongular DopRdmg. Rectangular Dap/nlaq. Rectangular Tiap/Tdana. 1 x 4 x.376 Loadng Loadina Loafing trading Loading Loafing Loafing Loafing Loafing Loafing Loadn9 Loafing Loafing Lnadnp Loafing Loading Loafing Lowing n Z C Mu Alum.Tube a a a n p > p r € p p a a x p a a a r z a 2: p p Eel A a., 4 ate. a„ v c.. Mullion �$ g�. �. g $ g a s g� g a g� g�. g �"g $ e tow 3 3` cF3 3` 19` 8 6 t9 t4 c9 c9 5 c1 ® o s sbBE b s� g �� l- �� m Z 421n 170.0 620 170.0 435 17D.0 744 170.0 478 170.0 888 1 170.0 506 170.0 892 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 521 170.0 1735 170.0 521 1 170.0 1983 170.0 521 O 481n 170.0 708 170.0 524 1 170.0 650 170.0 584 170.0 992 1 170.0 630 170.0 1133 170.0 Set 170.0 1275 170.0 677 170.0 1417 170.0 680 1 170.0 1700 1 170.0 680 170.0 1 1983 170.0 680 151.8 2024 170.0 680 J W 60.625177 170.0 747 170.0 663 1 170.0 890 170.0 031 170.0 7046 170.0 884 170.0 1795 170.0 723 1 170.0 1345 1704 747 170.0 1484 170.0 756 170.0 1793 170.0 756 156.0 1019 110.0 76a 138.5 1118 110.1 756 A 0 3 0 O 541n 170.0 787 170.0 612 170.0 058 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 603 170.0 1434 170,0 637 170,0 1594 170.0 856 158,0 1799 170.0 881 137.1 1789 170.0 681 1200. 1788 170.0 881 m O Cl) 601n 170.0 885 170.0 TDI 170.0 1083 170.0 787 170.0 1240 170,0 676 170.0 1417 170.0 944 170.0 1594 170.0 996 155.5 1610 170.0 1033 128,6 1019 170.0 1063 111.0 1610 170.0 1063 07.2 160 170.0 1063 r0 J 631n 170.0 930 170.0 745 170,0 1116 170,0 650 170.0 1302 170.0 940 170.0 1488 170.0 1016 166.7 1542 170.0 1078 141.0 1542 470.0 1122 117.5 1542 166.5 1168 100.7 1542 187.0 1167 88.1 1542 167.9 1157 2 J 66 In 170.0 074 170.0 789 170.0 1169 170.0 9D3 170.0 1364 170.0 1002 160.6 1472 170.0 1088 142.8 1472 168.6 1146 126,5 1472 158.8 1130 107.1 1472 147.0 1108 91.8 1472 146.0 1104 80.3 1472 146.0 1104 Z (!); d72 In 170.0 1063 170.0 876 110.0 1275 170,0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 IVA 1066 105.6 1320 128.8 1049 88.0 1320 117.0 1024 75.4 1320 112.6 1013 86.0 1320 112.6 1012 � UJ a 761n 170.0 1122 170.0 937 149,6 1184 159.4 1013 128.2 1784 139.9 994 112.2 1164 125.7 978 98.7 1164 116.3 904 89.8 1184 107.5 952 74.8 1184 97.6 935 64.1 1184 9].1 927 58.1 1184 82.3 825 J o a rcZ Q J Q E 781n 186.1t33026.7 967 136.4 1124 147.0 965 118.6 1124 128.8 947 103.8 1124 115.6 931 92.3 1124 105.0 918 63.0 1124 98.5 906 69.2 1124 09.0 B90 59.7 1124 04.3 681 51.9 1124 63.2 878 H J .- 001n 108.15 760 90.1 844 94.3 736 77.2 844 82.1 724 67.6 544 73.3 712 60.1 644 66.6 702 64.0 644 61.4 683 45.0 844 64.2 670 38,6 844 60.0 688 33.8 844 47.7 662 Q ¢ N O � Z 96 In 69.1 663 74.2 742 77.2 652 63.6 742 67.2 641 55.7 742 59.6 631 49.5 742 54.1 677 44.5 742 49,8 6N 37.1 742 43.6 600 31.8 742 39.6 590 27.8 742 37.5 564 1- to 1081n 61.6 530 52.1 666 63,8 521 44.7 666 46.6 613 39.1 588 4t.4 505 34.8 586 37.3 498 31.3 566 34.2 402 20.1 686 29.6 481 77.3 686 28.8 472 10.5 566 24.7 468 M Ill In 57.6 603 48.0 555 49.5 495 41.2 655 42.8 407 36.0 655 38.0 460 32.0 555 34.2 473 28.8 655 31.3 487 24.0 555 27.1 457 20.6 555 24.3 448 16.0 655 22.4 442 LU x 120177 45.8 433 36.0 475 39.0 426 328 475 33.7 420 20.5 476 29,8 414 25.J 476 26.8 409 22.6 475 24.5 404 19.0 475 21.1 395 16.3 475 18.7 387 14.3 475 17.2 381 188177 26.4 316 22.0 330 22.4 301 10.1 330 19.3 207 16.6 330 17.0 zea a - Z O O TABLE 76 ANCHOR CAPACITY ADJUSTMENT FORMULA: m O r.0 Anchor Capacity Table bad m� Subalrsle: 2.7k oororela 3.5k Cono.I Hallow CMU Fined CMU PTWood metal (DP,,,)X/ANCHOR CAP.,,m,,,•"•\_ANCHOR CAP.,,, '.JIB'Eko 114•S9 Ela.5/16'Elco 1/4.58 Elco 410 Steei q12 Steel tr129ted Anchor Clip Patterns An-rorrype: 3116 EkoUlOacon 1!4'EkoUluaem UlUse- 3/IB'EIcaUl6acon 1/4'EkoUltracm Appmeolor Ullmcon Aggrecalor Sam (G5)Sam(G5) Screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Di,lanco(In): 1' 2-12' 1• 2-12' 3-116- 1• 2-12' 1• 2.12- 2- 34/6 2' SAW 0.54- 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embedment Ml: 7374' 1314' 1-3/40 7314' 2' 1-1/4' 1-114• 1-114- 1-1/4• 1-114• 1-1/4' 2- 13/8' 1x76' sada, ACTUAL PRESSURE REQUIREMENT FOR THE 2Aimhors@4.75'Mi..O.C.IS1aDdard or Oldet Cllp(Fig.1&2p 390 lb, 39016, 450th, We lbs 16441bs 2701bs 280th, 354 lbs 740 lbs 374168 664 1h 9461b 341 442Ibs 560 Ito OPENING,WHEN IT ISLOWER THAN THE MULLION 4 Anchors @ 2.26•Alin.O.C./Standard("OBset)Clip".3): 700 Has 700 th, 5601bs 1410 lbs 952 Ns WA 560 lbs WA 630 th, WA 860 lbs WA 68215, 005 th, 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anohors @ 1.15'MIn.O.C.I Standard(or OOset)COp(Fig.4): NOIbs 1400 I N/A WA WA WA 76016, WA WA WA WA WA 1383 Its 1770 ft 2240 Iba MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anotias@3•Min O.C.I(2)245Anale 01psl(FIg.5): 78016, 780 lbs 68016, 15601bs 1896 Ns 5401bs 560 lb. WA 7601bs 74810, B60lbs 1892lbs 6021bs 885th, 112016, CAPACITY WHICH MAY BE USED TO QUALIFY B Aiwhors@3-Min.O.C./(2)WAIIgia Clips/(Fig.6): 117016, 11701M 1020 lb, 234016 2844 lb, IMO lbs 840lbs WA 1140lbs /122 I6, 1320 1b, 2838lbs1022lbs 1327lbs 16mibs ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchae @ 0.45•Min.O.G.I U Mp,Into.125'Alum.(Fig.7): WA N/A WA NIA WA WA WA WA WA WA N/A WA WA NIA 14301bs ANCHOR CAPACITY TABLE. RODUCTRBV73E 2 Anchors @ 2.25'Min.O.CJ F-alp(Fig.8): 3501bs 3501ba 2901bs 705 lbs 4781bs NIA 280 lb, WA 31516, WA 44016, WA 311 lbs 1 44216, 560 It, u camplylnB with the Florid+ 4 Anchors @ 1.15'Mln.O.CJ FCtip(Fig.9):l 480 lbs I 7001bi-I WA I WA WA WA 3BO lbs F WA I WA I WA WA WA 602 Ns I 6S5lbs 112016, Bui lding NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ---� 1.062' f--- 1.000' r--- 4nTABLE NOTES: .4i FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • ON LOADING,SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 71717 1 I 11( LTINJV 171/ • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .�`2.ON'"""'•4�%�(7j1,, `t�..•'.• L7GENSF ••.FP i • • • • • • • • - • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' _ _ SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' r No.58%OS ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 6: FIGURE 7: •'. �I r �-°( �S ,." 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 7: • • • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM.5 ASTM ALUMINUM WOOD SHALL BE, :(�'• 'PATE F CC/: • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE ���C`•'•.�C ORIDP,.•' \'`�; 6063-T5 AND BE A MINIMUM OF.125"THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' 376" .375" THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL ANCHORS T ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 1'%4'X.31". I 1'X 4'X.375' 17 7 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 'T'-MULLION MULLION A.LYNN MILER,P.E. FL P.E.#68705 TABLE BA w F a M e Mullion Capacity Table Ibste OpeningWidth(forver8cally-sparangmUriorls)orOpeningHeight(forhod2prltally-spanrtlngmU0ons) 60 in 601. 701n 801n 901n to.In 1201n 1401n 1801. m 1.26"% Rmtenguler Trepndano. Rectangular Tmp'itlang. Rectangular TraplTdang. fteetenoular TrepRdenO Rectangular TrepRdang. Rectenpuler Trep/Tdeng. Rcclan9ular TropRdeng• Ractanouter Trapfrdang. Rectanglar Tra ane• f ax Loading Loading Load!ng Loading Loadne Loadino Loafing L. no Loedng Loading Loading Loading Loading Loading Loading Loading Loading Loading nz 3.188"x o .266"Alum ' �' '„ .� x �• �• '� Tube Mull - s IS s� b h. IS 421n 170.0 620 170.0 435 170.0 744 170.1) 478 170.0 BBB 170.0 508 170.0 992 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1735 170.0 521 151.6 1769 170.0 521 O W 48 In 17D.0 708 170.0 524 170.0 850 170.0 584 170.0 D92 170.0 630 170.0 1133 170.0 681 170.0 1275 170.0 677 170.0 1417 170.0 660 154.8 1548 17D.0 680 132.7 1548 170.0 680 118.1 1648 170.0 680 Z 50.825 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 1185 170.0 723 170.0 1345 170.0 787 167.0 1468 170.0 756 139.2 1468 170.0 766 119.3 1468 170.0 756 104A 1468 170.0 756 W o S O 641n 170.0 797 170.0 612 170.0 968 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 183.1 1376 170.0 837 148.8 1376 17D.0 858 122.3 1376 170.0 881 104.8 1378 170.0 861 91.7 1378 170.0 861 CO C) 60 In 170.0 885 170.0 701 170,0 -1083 170.0 797 158.9 1168 170.0 878 139.0 1168 167,1 030 123.6 1158 158.8 910 111.2 1158 150.0 912 92.7 1158 144.8 905 79.4 1158 144.8 905 69.5 1158 144.8 905 H' W J Gil. 170.0 Bag 170.0 745 160,1 1051 170.0 850 137.2 1051 155.8 862 120.1 1051 142.0 846 108.7 ID51 132.3 837 D6.1 1051 125.7 830 60.1 1051 119.5 022 06.6 1051 118,1 821 60.0 1051 118.1 021 �G (L rn 66 In 187.1 957 170.0 709 139.3 957 151.6 805 119.4 951 134.0 700 104.4 057 121.8 777 928 957 112.8 767 83.8 957 108.6 759 69.6 957 100.0 75D 59.7 657 98.0 740 52.2 057 08.9 748 Z J g In $ 721. 728.7 801 7352 698 107.3 804 1162 684 91.8 804 101.3 671 80.4 804 91.4 680 71.6 804 84.1 650 04.4 004 78,0 843 53.8 804 72.3 633 46.0 604 69.8 820 40,2 004 69.8 628 ? w 781n 109.4 722 114A 630 912 722 872 018 78.2 722 85.3f677 68.4 722 76.7 596 80.8 722 70.3 588 54.7 722 65.5 $80 45.8 722 59.5 570 39.1 722 68.7 685 34.2 722 68.2 681 J rrZ Q C � 781. 101.2 685 705.8 60D e4.4 BBS 09,8 Seg 72.3 685 78.5 BJ.3 685 70.6 668 60.2 685 84.5 S80 50.8 685 80.1 553 47.2 065 64.3 543 36.2 BBS 51.4 637 31.8 BBS 50.7 S76 F, N901n 85.8 515 68,0 457 64.8 516 57.6 449 47.1 515 50.1 41.2 515 44.7 434 3a.8 515 40.6 428 33.0 515 37.4 122 27.6 515 a7.1 413 23,5 515 30b 407 20.8 515 28.1 401 QxZN98In 61.3 463 65.8 604 45.3 153 47.7 00 397 39.8 453 41.0 33.8 457 38A 385 30,2 457 33.0 379 27.2 453 30.4 374 22.6 457 28.6 360 19.1 453 21.3 760 77.0 453 229 356 W 0108 in 38.1 358 39.0 323 31.8 358 32.8 318 272 353 28.4 23.8 SSB 262 JOB 21.2 358 22.7 3D4 18.1 358 20.8 300 15.9 358 18.0 293W M III In 35.1 338 35.8 306 20.3 338 30.1 301 25.1 338 20.1 22.0 338 23.2 203 19.6 338 20.9 289 17.0 338 19.1 285 Of X 1201n 27.8 280 28.3 204 23.2 280 23,0 260 19.9 280 20.8 77.4 280 18.2 263 15.4 290 16.4 249 U N Q O Q 144 G 18.1 201 18.3 108 dam,`- Z U) U) $ m of XO TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: m(Y AnchorCa achy Table Ibe ANCHOR CAP. ,,, o o•��� SubSIMW 2.7k COMUO 3.6k cmc. NtlImY CI.IU Filled CMU PT Lvmt LIHaI (DP)X( )=ANCHOR CAP.,,, _ d16'Elco 1l4'ss Eko NIC Eleo 114'SS Elco 010 Stotl g12Slcel $012 sleet MULLION AnchorCllp Patteme Ancnor Type: 3'1C Elco Unrxm 114'EkoUllrOcm Ullracon 3'117 Elco Uilrsm 114'EkOUltracOn AggeGator utlracm AMWelor scm(C5)scmv(os) screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Clslarce Bn) 1• 2•UY 1' 2-11Y 3418' 1- 2-11Y 1' 2-112' Y S71C Y 0,48' 0.64' 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN Embeanml n j 1314' 134• 1314• 1314' 2' 1.114• 1-114• 1-114' taw• 1414• 1-114' Y 13'8• t3T varies ACTUAL PRESSURE REQUIREMENT FOR THE 2AMIprs Q4.75141RO.C./SlergaNu004eICDp IRO ij 300 IDS 393Ios 4501bs 800tbs 1644103 270103 283IDs 3541DS 7401Ds 374103 664 Bs a16 us 3111bs 4421ra 560 lba OPENING,WHEN IT IS LOWER THAN THE MULLION d Anchors @ 1.16•IAa O.C./Slmdanl(Of OreED Cgp(R9 2I' 460 IDS 7001Da 111A 1 B/A I1/A 380 IDS IIIA IUA DTA wA IIIA 6821113 88516; I131IM CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arctprs Q3'611..O.C.I(2)246Anote Caps l pg.3) 780163 7.Do 680105 1560 IDs tali IDs 670105 650IDs nfA 7601DS 748103 880103 i8D2la 682109 885 iDs 1120110 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Archom@0.45'I41n.O.C.I U-C1ip,In1o.72CAtum.(FIg.4) NIA IUA NIA IUA t1/A IIIA IUA RIA IUA IIIA IUA luq rt/A IUA 1430 We CAPACITY WHICH MAY BE USED TO QUALIFY tArctpr/FC9p(R1)b) 795109 195 IDS 1 273163 1 445 as 822 ke t35IDa 149 IDS 1 177 IDs 370 It 187105 332 IDs 473 Its VOIDS 221103 280100 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anctnrs®1.16•IAO O.CJFLOp g.6} 240IDs 3"A IM WA IUA IIIA NIA 780[be NIA IUA IIIA IgA IUA 341 Ibs 4421os 660 HIS ANCHOR CAPACITY TABLE. PRODUC!'12DWSHD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, as rldlna cods h ILS I+Igrlde Dugding OodD .p FIGURE I: FIGURE 2: BW-InAcccpIoncD' (12 TABLE NOTES: t--1.250•--1 ` • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ade Product Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. \��\%%,. LYNN FIGURE3: I3.188" `` �'�� << 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE � �ICENSF ,F� CLIP MUST SHEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS S,Q, ANGLE FIDBE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ No.58705 }� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C•90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ORION• 1.25'X3.1B8'X.265'MULLION '•.�-L ORIDP,.•' \•�; e e 045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFJtST.125"THICK AND A36.ALL �S (j ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-114'VF MULLION) S�O �� • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 B.S. A.CENNt �LBR,P.E. FL P.EN 58705 TABLE 9A � Mullion Capa.lty Table(lbs1N2) R Opening Width(lorvardeally-spanning mullions)or Opening Height(for hoazontatY-spanning mullions) it, SON 601. 701. 881. 1 90 N I 1001n 1201. 1401. 1601n -q O Raclangular Top'Tdang. Reolengulor Trap7da.g. ..long.lm TrzNrdang. Reelangular TrapTdang. Reclenget., TrapTdang. Reatangular 7repTdang. Rectangular TrardTdang. Rectangular Tiapmiang. Rectangular Tmp/Tdeng. 47 c; 1.25x3.25 Loading Loading ding Loading LoadW Loading Loading Loading Loading Loadng Loading Loading Loadng Loading Loading Loading Loading Loading 0.o x.100 Alum.Tube B _ .� �• _ F'i Mullion 0a �' QE �8 ` ` a' ��. Q ` fl` � U � `�• ` � ` ` ` TI z Ce)al UJ 421n 170.0 620 170.0 435 170.0 144 170.0 478 170.0 688 110.0 609 170.0 992 170.0 519 170.0 1116 170.0 521 153.3 Ills 170.0 521 127.7 1118 170.0 521 109.5 1116 110.0 521 85.8 1118 170.0 621 O Li 481. 170.0 708 170.0 524 170.0 850 110.0 584 167.9 978 170.0 670 146.7 878 170.0 661 130.4 918 170.0 677 111.J 978 110.0 660 97.8 978 1740 080 818 976 170.0 680 73.3 078 170.0 680 J IL 50.8251, 170.0 747 170.0 563 170.0 898 170.0 831 160.7 927 170.0 684 131.8 927 188.5 708 117.2 927 159.1 699 105.5 827 '168.3 696 87.9 927 158.3 695 75,4 927 156.3 695 65.8 927 158.3 695 = _ M In 541n 170.0 707 170.0 812 154.5 869 170.0 601 132.5 069 153.8 683 115.0 B09 141.8 669 103.0 869 134.0 660 82.7 669 129.8 954 77.3 689 128.8 952 66.2 868 128,8 652 57.8 889 129.9 652 � O 60 In 1431 746 153.8 634 110.4 748 432.3 620 102.3 746 117.8 608 69.5 746 107.8 699 79.6 746 101.0 697 71,6 746 86.8 587 59.7 748 03.3 583 51.2 748 83.3 593 44,8 746 93.3 583 m O (� In 63 In 123.7 877 132.0 570 103.1 677 113.2 568 88.4 877 100.4 655 77.3 877 91.4 548 68.7 977 65.2 618 61.9 677 61.0 534 51.0 977 77.0 529 44.2 877 76.7 529 38,7 677 79.7 520 I-- O J c W In 107.9 917 114.1 630 98.7 817 07.8 510 79.9 BIT 89.3 500 67.1 617 19.3 500 69,8 917 72.6 404 63.8 817 88.7 189 4/.8 917 84.d 407 38.4 817 63.7 407 33.8 617 63.7 del LIj lL m 727. 82.9 619 87.1 150 89.1 518 74.2 440 69.2 118 85.2 /32 61.6 618 68,8 425 48.1 518 51.2 410 11.4 616 60.7 414 3/.6 519 48.9 408 28.8 SIB 45.0 405 26.0 616 46.0 d05 Z J z 0 761. 70,5 485 13.7 400 58.7 485 62.8 398 50.3 485 51.9 390 41.1 485 49.4 304 39.2 485 45.3 778 35.2 165 42.2 374 20./ 465 78.3 387 25.2 165 36.5 384 22.0 465 J6.2 361 78 In 65.2 441 68.0 387 643 441 57.7 379 46.6 441 50.9 372 40.8 441 45.4 366 36.2 441 41.8 380 32.6 441 38.7 356 27.2 441 349 349 23.3 441 33.1 348 20.4 441 327 345 J o rcZ BO in 42.4 332 43.6 285 35.4 332 37.0 289 30.3 332 32.3 284 296 332 28.8 280 23.6 332 26.1 276 21.2 332 24.1 272 17.7 332 21.3 268 15.2 332 10.8 262 13.3 332 16.1 260 1¢-' 00 901. 35.0 201 35.8 260 29.1 291 30.3 256 26.0 291 28.4 252 21.9 281 23.5 216 19.4 201 21.3 244 17.6 211 19.5 241 14.8 291 17.1 230 12.5 201 16.8 232 Z Q N O 1081n 24.6 230 25.1 208 20.5 230 21.1 205 17.6 230 19.3 201 15.4 230 16.2 t98 F X..Z 1W O 1111. 22.6 216 23.1 107 19.8 218 19,d 104 16.2 21(1 16.9 101 11.1 218 11.9 108 � ��n� N b 1201. t7,9 187 19.2 no 14.0 187 15.3 167 W Df X (~j N Q � Z O O CL TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 5�g� O0.' Anchor Capacity Table(lbs) ANCHOR CAP-„y,,,,, 9Ubslml.: 2.7k Concrete V34/8' H.Ibw,a.lU FBkd CMU PT Woad Metal (DP_)X( )=ANCHOR CAP.,., 114'SS Elco 5'19'Etc. 114'SS Mae 910 Sleet 012 Steal 912 Steel MULLION CAP.,,,,,,,,, AnchorCllpPatlern9 ArchorType: ail B'ElwUltmcon 114•Ek.Ulbacon 3/18'El.Ullreoon tl4'ElcoUlliec.n Agg1aG.I4Y Ultrpcon AggeOetor Screx(05)Screw(GS) scraw(G5) USE THIS FORMULA TO OBTAIN7HE'ANCHOR Edge 01e1anca 0 j: 1• 2.1/2' t' 2-117 1' 2-1/2' r 2-tn' 2• 3-u8• 2• orale' 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embedment On): 1.314' 1.3'4' 1.3'd' i-21W1.1/4' 1.114' 1.114' 1-1/4' 1-114• 1-I/4• 2' ta/8' 1al8' modes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anchm@4.75•Min.O.C./Standard or Offset alp(Fig.1): M01be 3901.. 450lbs 890 lbe 2701be 2801bs 3541W 7401be 3741b, 66411. 9461bs 341lbsOPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'MIn.C.C./Sl.ndard(or0rat)alp(Fig.2): 48016. 70016. WA WA WA 3801be WA WA WA WA WA 662lbs 88516. 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anchors@3•Min.O-C.1(2)2x5 Angle alps!(Flg.3): T80IDs 780 Its 6607be 1560lbs 54011. 560 Ib. WA 780lbe 740lbs San lbs 1892lbe 682 lbs 86516. neo lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Anchors @ 0.54'MN.O.C.!U471p,Into.100'Alum.(fig.4j: WA WA WA WA WA WA WA NIA WA WA WA WA WA 95011. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amhor/FCIip(Fig.5j: 1951Ds 195 Ila 22516 445 lbs 82211. 1]511. 140 lbs 177lbe 37011. 16711. 33211. 4n tt» 170 moa 2211w 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2Amh us @ 1.15'hiln.O.CJ F431p(Fig.6r. 24016. 3501Ds WA WA NIA WA 100 lb, WA NIA WA WA WA 341 IDs 41211. 580lbs ANCHOR CAPACITY TABLE. HODUCI'RBVISBD UP u11EIn�g�the Florida .«plmW No -4 .01 FIGURE 1: FIGURE2: TABLE NOTES: -1'250• p • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION dituni filo Fr.ducl C.nlrol ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. III/III/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ( LYNN FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" \�•�,•' �,ICENSF '•,`-.f3 SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Yt' IJu.58705 Fe � � IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -100" -'U •'.C� '1� r fY FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL 1ZI� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE { /5 w �L S ATE ,• ,4' • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND I �O'0 '•.,!�ORIOP,.•' \C� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125"THICK AND A36.ALL : St .....•• YC7 O e e ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. i 25•MULL ON•100' "',"/ONAIL-'Ct #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 7 � A.LYNN NIILL!"�2,P.E. FL P.E.#58705 TABLE 10A Wn h Mulllon Capacity Table Qb9At1) Opening Width(forwdicalty-spanning muflons)or Opening Height(forh0d2ot288yepennIng mullions) In 60 in 70In So In 90 in loom 120.In 14om 160 in Y�m'td o Reclanguler Treplrriang. Rectangular Train no. Rectangular Traplydang. Rectangular Tiap7deng. Rectangular Trapfrdang. Rectangular to rung. Reclangulor TrapRdang. Reclengulor TreplTdang. ReclangJar Trap7na^9- Si 1.26x326 Lowing Loading Loading Leedm9 Loading Loading Loading Loading Load-ug Loading Loading Lo4diig Loading Loading Loading Loading Leading Loading n� w x.824 u Alum.Tube .r .�'� .�' .. .g E .. . •�'� .y .b3„ LL Mullion s �g a a€ �€ „e a ?� �� �s . i& �€ a 4� $ �� ? 3€ de �� or e os s a�, a is o u i> u u o ore o u o ai9 0 0 o u u uE ua o u is o i7 8a CO '� =a r. g'> s u sa 3 sQ at =' _ 3 IS 119 iR a� AS �� �1 :9 d" �& zo '-� t�- 421a 170.0 620 170.0 435 170.0 744 170.0 478 170.0 668 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 110.0 1480 170.0 521 170.0 1735 170.0 621 170.0 1983 170.0 521 J W 481n 170.0 100 170A 524 170.0 B50 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 170.0 690 169.7 1979 170.0 680 148.5 1979 170.0 680 50.625 in 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170-0 1494 170.0 768 170.0 1793 170.0 756 152.6 1877 170.0 756 133.5 1877 170.0 756 ii 0 ❑ O 541n 17D.0 797 170.0 612 170.0 956 170-0 691 170.0 1116 170.0 754 170.0 1216 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0' 656 156.E 1759 170.0 861 134.1 1769 170.0 861 117.3 1759 170.0 B61 m O F 601n 170.0 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 9H 161.1 1611 170.0 996 145.0 1511 170.0 1033 120.0 1511 170.0 1063 103.6 1511 170.0 1063 90.6 1511 170.0 1063 F 00 J 631. 170.0 930 170.0 74S 170.0 1116 170.0 850 170.0 1302 170.0 940 166.6 1370 170.0 1016 1392 1370 170.0 1076 126.3 1370 16d.D 1082 tOL4 1370 155.9 1072 89.5 1370 155.3 1070 78.3 1370 165.3 Wit LU 661. 170.0 974 170.0 769 170.0 INS 1711.0 903 155.6 1248 170.0 1002 136.2 1248 158.6 1013 VIA 1248 147.1 1000 108.9 1248 139.0 909 90.8 1248 130.4 978 77.8 1240 129.0 915 68.1 1248 129.0 976 � (q Zo �• rG o Z C 72 in 167.8 1619 170.0 070 179.9 1069 150.2 892 119.9 1019 132.1 BTS 101.9 1619 119.1 BEO T7.64 109.7 048 83.9 1049 102.7 838 69.9 1019 9J.] 825 59.9 1649 91.2 820 52.4 1019 91.1 820 761-1 142.7 941 149.1 822 118.9 941 125.8 805 101.9 941 111.2 791 89.2 941 100.0 Tn 91.7 AS 71.4 941 85.6 757 59.5 941 77.6 744 51.0 941 741 737 44.6 941 73.3 736 rcZ 9 181n 132.0 694 137.6 783 110.0 894 116.9 767 94.3 891 102A 753 82.5 893 91.9 740 B4.1 730 66.0 694 78.3 721 55.0 894 70.7 T67 47.1 894 67.0 701 41.3 897 66.1 698 Q V <} g r r 901. 05.9 671 88.7 596 71.6 671 74.9 685 61A 671 65.3 $75 63.7 671 59.2 S68 52.9 569 43.0 671 48.8 SSI 35.8 671 43.1 539 30.7 671 39.7 531 26.9 671 37.9 526 Z � Q ` C3 961-1 70.8 590 72.8 527 69.0 590 61.1 618 50.6 590 63.4 509 dd.7 590 67.5 602 43.0 494 36.4 590 39.6 488 79.5 590 34.7 677 25.3 590 31.6 469 22.1 590 29.8 d6! H x ez W-,O 108 in 69.7 46G SO.B 621 d1A 666 /2.8 4H 35.5 666 37.1 408 31.1 466 32.9 402 29.7 396 24.9 466 21,1 391 20.7 466 27.5 702 17.8 466 21.2 775 16.5 4fi6 19.6 370 N QO m III In 45.5 441 46.7 400 382 441 39.3 393 32.7 441 34.1 387 28.6 441 30.2 382 272 376 22.9 441 24.9' 372 19.1 441 21.S 363 16.4 141 197 356 14.3 441 17.8 351 Wl'M370 36.9 314 302 376 31.0 739 75.9 37B 26.6 334 22.7 376 23.7 329 21.3 775 10.1 718 17.5 721 15.1 370 16.7 314 LC X 1dd In 21.0 262 21.2 262 17.6 262 17.8 239 15.0 1 262 15.3 23S () N Q O O U) fA TABLE 10B .0 s,0 ANCHOR CAPACITY ADJUSTMENT FORMULA: gCC mIr Anchor Capacity Table(]be) e� Substrate: 233 Concrete SAX Cmc. Won atU FUWCLIU PT Wood Metal (OP,)X ANCHOR CAP.,,,,,,,,,)=ANCHOR CAP.,,, 1716'Elco 114"SS EICO 5116'Elco V4'SS Elco n10 Sted e12 Sice1 d12 SIMI MULLION CAP.n,,.. AhehorCllpPotteme Anchor Type 3'16-Elco Lill- 114'EX:oUllrecon Unmcon 3110Etcol,gracm 114'E"Unracm AgyxGator Uerdcm Aggrn'Galor Scrent(CS)Scr44/(OS) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge ClOome 0n) r 2-112' 1' 2-112' 3-178' t' 2.112' 1' 241r 2' 3-w 2' 0.48' 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN _ Emheonmt gry M4' 1.314' 1374' 1a'4' 2' 1-114' 1-174' 1-174' 1-114' 1.14" 1•IW 2' 1-3t8' 1-N8' vMes ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc110rs®4.76'I.11M O.C.I Standard or O,XeICbp(Fig.1)' 390 IDS 39D IDS am IDS m0 I0s 1614 lbs 270 IDS 200 Its 354 IDS 7401b3 374 IDS 661 IDS 046 IDS 34115s 4421US 660 Per OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchors @ 1.159dtn O.G 1 Slandam(X0 SehCp(Flg.2J 480 IDS 700 IDS NIA IUA IIIA IIIA 380[as IIIA IUA ulA IUA IUA 682lbs 8851D5 1123 Ile CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMY0rs@ 311,1In.O.C.I M 2c6Angle Clips109.31 78010. 70DIDS 6M IDS 15WIt. 1696[be 5101bs 6W IDS IIIA 76010s 748 IDS 8931bs 11192 IDS GB21bs 8115 IDS 112D1ba MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Anctom®Oki,7Ain.O.C./U-CIIp,Inl0,1001 Alum.(Flg.4) NIA IUA IIIA IUA I11A IIIA IUA 14/A tUA IIIA IUA IUA N/AIUA 930105 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anctorl F-Clip(Fig.6Y. 1951DS 105 Ite 225 IDS 445105 622103 135lbs 140 Ibs 177 IDS 370100 18710. 332 IDS 473 IDS 170 IDS 221 Its 290IR5 ADDITIONAL ANCHOR OPTIONS FROM THE 03 with ED the 2 Anchors Q 1.16.7AIn O.CJ FCG 9.6) 240 IDS 3:1100 IUA IUA IIIA NIA too IDS IIIA IUA NIA IUA IUA 3411bs d421bs 6601 ANCHOR CAPACITY TABLE. PRODUCT colrytlying with due Flo da ugdlog Cock .D cttp'u3nCON o FIGURE I; FIGURE 2: TABLE NOTES: t211" atc �A,�f BY • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION , • • di�oda Product Cnntfn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1111IIIIl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `\� Ny LYNN hl/(e��ii FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE �� �,\CENSE •, .f� SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. Q• 0 BEIU EDT SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - 34' No.58705 'T� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ' cr FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL4• ,�BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF,0.55.ALUMINUM SHALL BE Q STATE OF �C(/ • 6063-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND •.FC ORIDP.•'G�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALLi�S '•"""' Q LL-0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 125'X 3.25'X.624' AA'%NAS- '0 • 910&1112 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LY NO 1M1ftLeA,P.E. FL P.E.#58705 TABLE 11A � A Mullion Capacity Table(Ibse) Opening Wdth(for vedica spanning millions)or opening Haight(forholizo7tailispenNl7D millions) SO in ED In 701n BO N 901n 100 N 1201n 140 In 1601n Z)'(�•r4 126%3.94 Reclaig0. T"pm n,- Rectangular TrapRdang. Roclengular TrapTdang. Recraripular TrapTdeng. Rectangular Trap/rdang. Roclengulw TrapTdang. Rectangular Np'rdeng. Reclengalar TrapTdang. Rectangular Trap1'riang. iY 1- %.624 Loading Loading Loading Loafing Loading Loading Loading Loadirg Loading Loading Loading LoadNB LoeSng Loading Loading LOedirg Loading Laedirg oz 2 Alum.Tube a 9,. -5 5.. t. .�L^, U = 6 _ .S H •5 5 .. E 9„ .. •� � Mullion �� �� g �,� s a� 8 a� vS " $ Vii; a8 n2. S@ g A@• :2. LON v u u"g ei u" ei a o e 3 o u u e 8 u" u u 2.5 u" iia ei u_ u 8� e go c ;.s �4 $� �� t. € m � � � P d `' _ F� e is �� fro rn 2u) F f0 �a �� �� f2. fir£ f€ d`z i �a f� E� f� EeY $ 8& i� �� fG- �2 t� 2 $�. $re $�, �� $ E� fes. �� $ �� f� E� ��, 8� Z 42 In 170.0 670 170.0 435 110.0 744 170. 478 170.0 868 170.0 506 170.0 992 PDA 619 170.0 1116 170.0 521 170.0 124D 170.0 621 170.0 1486 170.0 521 170.0 1735 170.0 521 170.0 1983 170.0 521 0 (1J 4BIn 170.0 708 170.0 524 170.0 050 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 INA 1417 170.0 600 170.0 1700 170.0 680 170.0 1983 170.0 600 170.0 2267 110.0 680 __1 W 50.625 N 170.0 747 170.0 563 170.0 695 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 178.0 1494 170.6 766 170.0 1783 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 766 m co W o� 0 64 in 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 td74 170.0 077 770.0 1594 170.0 856 170.0 1913 170.0 861 170.0' 2271 170.0 061 160.2 2403 170.0 801 f7] O 1-co - 1434 170.0 170.0 BBS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1594 IT0.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 1063 1487 2163 170.0 1063 129.8 2163 170.0 1063 � U) W J 631n 170.0 930 170.0 745 170.0 HHG 170.0 850 170.0 1302 170.0 940 170.0 1498 170.0 1015 170.0 1673 170.0 1076 170.0 1659 170.0 1122 156.9 2060 170.0 1169 134.6 2060 17D.0 1171 117-7 2060 170.0 1111 LULL j 66 In 170.0 974 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 110.0 1558 170.0 1086 170.0 1153 170.0 1155 170.0 1918 170.0 1210 143.0 1966 170.0 1275 122.6 1966 170.0 1206 107.2 1966 170.0 1286 z C i m m � MIn 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 154.1 1734 170.0 1315 138.7 1711 169.8 1386 115.6 1731 155.9 1361 99.1 1734 160.4 1362 86.7 173! 150.2 1752 .p�� 761n 170.0 1122 170.0 937 170.0 1346 170.0 1080 168.5 1556 170.0 1209 147.4 1556 165.2 1285 131.1 1556 151.5 1266 1179 1656 141.3, 1251 99.3 1566 128.3 1229 84.2 1556 122.3 1219 73.7 1556 121.2 1216 J o U jZ g 78 1. 170.0 1151 170.0 967 170.0 1381 170.0 1116 155.9 1477 159.3 1246 136A 1477 152.0 1224 121.2 1477 139.1 1206 IVA 1477 129.5 1191 90.9 1477 116.9 1169 77.9 1477 110.8 1168 68.2 1477 109.3 1164 90 in 142.0 Ilia 146.5 986 118.4 1110 123.9 9E8 101.5 1110 107.9 951 88.8 1110 96.3 936 78.9 1110 67.6 922 71.0 1110 B0.7 910 59.2 1110 71.3 891 50.7 1110 66.6 678 44.4 111D 62.7 B70 Z Q pi O 961n 117.0 975 120.]J87297.6 975 101.5 856 B3.6 975 88.3 B42 73.2 975 78.5 829 65.0 975 71.2 017 59.6 976 65.4 BD7 48.8 976 57.4 789 41.11 975 62.3 776 36.6 976 49.3 767 QxZ QzzcoOco tOB In 82.2 PI 841 771 70.7 685 50.7 711 61.7 fi7d 51A 771 S4.] 661 45.7 771 19.0 655 41.1 771 14.9: 657 35.3 771 38.9 632 29.4 Pt 35.0 621 25.7 771 32,1 612 (!) {j a 1111n 75.7 730 77.3 730 65.0 650 53.1 730 56.7 610 473 770 49.9 671 42.1 770 45.0 622 37.9 170 41.1 614 31.5 730 J5.6 600 27.0 T]0 71.9 589 27.7 130 29.5 581 Orjcy)�iW 1201n 59.9 62d 61.0 621 51.2 560 42.0 624 dd.3 552 37.5 824 79.2 Std 33.3 62d 35.7 537 30.0 62d 32.2 531 25.0 621 27.7 619 21.-0 624 2d.6 609 18.7 C11 22.5 301 FL xj �144in 31.7 433 35.1 133 21.4 395 24.0 433 25.4 390 21.7d33 22.d ]B5 19.3 433 20.0 381 17.3 473 182 376 U N Q > 3 a r Z U) U) m xl7 TABLE 11 AnchorCapaelty Table(the) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.n,,,,,_ SubsIM16, 2.7%Coirrele 3.6k CMC* Hollow G,IU Flged CAW PTWood 6ldd (DP,)X( 1=ANCHOR CAP.u, NIC Elco 1/4'SS Ek6 NIS'Elco 1/4•SS Elcoi Sled N72Stwl 1012 SU91 MULLION CAP.,_,_ AnchorClip Patterns Anther TYPe 3'1C Elco tntracm tI4'Elco unacan tlftmcon yts•Elco Unrsm 1/4'Eko utUacon AgWWdor UI12cm AggreGalrr w(c5)Screv(G5) Screx(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR EU93 dslarte on) 1' 2-1/Y 1' 2-1l2' &1!e' 1' 2-172' 1' 2-11Y Y 3.1/8' 2' .43' 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embannml n 1.634' tan4' faro' 13'4• 21 1-114• 1-1/4• 1.114• t-174' 1-114• 1-114' Y 3'8' 13'8' tales ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMMIs Qa 4.75'Alln O.C./Staraanl a016el COp Ing.f) 390 lbs 390 IDS 4,10 IDs 890 IM 1611 Ns 2701o. 280 N 3M lbs 740 I 374 Ibs 663 IDs 946 ft 3411Ds 442 es 1 660 IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15'611n O.C.ISIaT(9rd(d glset)Up(Rg 2) 480lbS 70D IDs IIIA LVA N/A N/A 363 Ibs 141A IUA IIIA NIA IUA 682lbs BBS I e 11201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrors Q31Min.O.C.1(t)2(6Argle Clips/(Mg.3) 7e]IM 780 log 680 ITS 1560 Ft. 1MeIDS M01b9 5601ba IUA 76010s 7481bs Ono IDs 18921tso 6B21Ds 8Mbe 1127 IM MULLION.IT WILL Yl ELD A MINIMUM ANCHOR 4 Anchors®0.541 MIn.O.C.I UCep,Into J00'Alum.ft 4) IIIA IUA 141A IUA NIA t1/A IIIA IIIA IUA NIA IUA IUA 14IA tUA 1267 lbs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Artrorl FCBp(fig.1,X 118 N5 te515s 225104 4451ha 0221bs I.lb, 1/0111, 177 Ibs =Ibs 1117101 3321os 473 IM 170Ns 221Rs 2BD Iba ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancrors®1.15'Wri O.C.1 FCllp(Rg 67 240101, 360101, IIIA WA 1UA II/A 190179 NIA IFA NM IIIA IIIA 311 ID9 4421bs 560105 ANCHOR CAPACITY TABLE. PRODUCT REVISED BauodmlyC7nd8 wfh de Flo r 1.250" Acoep�roN _ da �d FIGURE I: FIGURE2: onpato 20 TABLE NOTES: BY l • S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEtT 25 FOR INFORMATION Miami ado Pro uct Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, %N\111111111// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��� 01,,..••• .."Mee FIGURE3: �'��.•'•�10ENSF'•.F•f3 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94" CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ��- No.68705 BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -,3•; GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C-90.WOOD SHALL -ATE FIGURE 4: FIGURE 5: FIGURE 6: O <[/� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' F P,.•' \�� • 6063-T5 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND -t •.,COR10,, • .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL TSS 1�•` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. //I nNIIL t titt • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1.25'X 3.94'X.824' A.LYNN MILLER,P.E. • MULLION FL P.E.#58705 TABLE 12A ® � Mullion Capacity Table Ibse 1t Opening vyldlh(fortsrtically-sparring millions)or Opening Height(for hollzonlelly-spanning mUllOnS) �-� 501n 601n 70 In 60 In BO In 1001. 1201n 1401n 160 In u. Ralen9uter Treprmarg. ReclangWar TmPrlllang. Rectangular TralVTdang. Rectengdar TmplTdeng. Rectangular TroplTdan9, ReclaNder 7hplTdang. ItWenguiu Troprnlmg. Reclengular TrapMang. Reelenguler TrapRlleng. ds O 21t 4X.26 1. 9 Loadng Loadng Loafing Loafing Loadng Loafing Loafing Loading Loadng Loadng Loafing Loading Loadng Loadng Loadng Loafing Loafing o d� Alum Tuba s �s oz g Mullion a z; s s a � dig N s a a a s 8 a aE as as a IS sg a. �g : a a s� �g b� sg b. �� 11 �� a. �� a sL s� ng s� s CO 421. 170.01 620 1 170.0 435 17D.D 744 17D.0 478 170.0 666 170.0 506 170.0 092 170.0 519 170.0 1116 170.0 621 170.0 1240 '170.0 521 170.0 14881 170.0 621 170.0 1735 170.0 521 170.0 1883 170.0 521 L F- 481. 170.0 708 1 170,0 624 170.0 850 170.0 584 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 1.170.0 660 170.0 1700 170.0 680 170.0 1663 170.0 660 170.0 2267 170.0 680 J W 50.626 In 170.0 747 170.0 563 170.0 896 170.0 631 170.0 1048 170.0 684 170.0 ties 1 170.0 723 170.0 1 1345 170.0 747 170.0 1496 ;170.0 1 756 170.0 1193 170.0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 � Q'm rn 54 In 170,0 797 170.0 612 1 170.0 956 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 603 170.0 1434 170.0 637 170.0 1594 170.0 656 170.0 1913 170.0 881 170.0 2271 170.0 BBI 170.0 2550 170.0 861 LLI im C) 601n 170.0 865 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 170.0 1417 170.1) 944 170.0 1594 170.0 906 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2478 170.0 1083 160.8 2680 170.0 1D63 M () 631n 170.0 930 170.0 745 170.0 Via 170.0 650 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1677 170.0 1078 170.0 1859 !170.0 1122 170.0 7131 170.0 1189 168.7 2553 170.0 1171 145,9 2553 170.0 1171 661n 170.0 974 170.0 769 170.0 1169 170.0 90.1 170.0 1364 170.0 1002 170.0 1658 170.0 1086 170.0 1753 170.0 (165 170.0 1948 170.0 1210 170.0 2336 170.0 1275 151.0 2437 (70.0 1288 132.9 2437 170.0 1280 C721n 170.0 1063 170.0 878 170.0 1275 170.0 1009 170.0 1488 170.0 1126 170.0 1700 170.0 1228 170.0 1913 170.0 Dili 170.0 2125 170.0 1387 145.6 2184 170.0 1488 124.8 2104 170.0 1529 109,2 2184 170.0 1530 2 761n 170.0 1122 170.0 037 170,0 1346 170.0 10M 170.0 1570 170.0 1208 170.0 1794 170,0 1321 165.1 1960 170.0 1421 148.6 1960 170.0 1605 123.8 1960 181.8 1548 108.1 1960 164,0 1536 92.9 1980 152.7 1531 -j rcZ M 76 in 170.0 1151 170.0 987 170.0 1381 170.0 1116 170.0 1611 170.0 1250 170,0 1842 170.0 1369 152.7 1861 170.0 1474 137.4 1861 163.1 16M 114.5 1861 147.3 1473 98.2 1661 139.8 1459 85.9 (get 137.8 1464 Q U) J BO In 170.0 1328 170.0 1144 148.1 1798 158.0 1218 127.8 1308 138.0 1108 111.0 1390 121.3 1178 88.4 1398 110.2 1162 89.5 1390 101.8 1U7 74.5 1398 89.8 1122 83.8 1798 82.7 1105 55.8 1398 78.0 1096 Z Q N 961n 147.4 7729 161.5 1098 122.8 1229 127.8 1079 105.3 1229 111.2 1061 92. 1228 08.9 1044 01.9 1229 89.6 1029 73.7 1229 B2.4 late 61.4 1229 72.2 093 62.7 1229 65.0 977 46.1 1220 62.1 067 H $z W•O 1081n 103.5 971 105.8 077 D5.3 971 88.0 662 74.0 071 77,2 840 867 871 68.4 t83757.5 071 81.8 825 61.8 971 56,6 816 /3.1 971 49,0 788 37.0 871 46.0 782 32.4 871 60.8 771 411 N p01111. 95.4 919 97.3 832 78.5 918 81.9810 88.1 g19 70.0 806 59. 810 829 919 56.7 784 47.7 919 51.6 774 39.7 818 41,8 766 34.1 819 40.2 742 28.8 919 37.1 732 WX 521201n 75.5 785 76.8 716 62.0 760 04.5 705 53.9 786 55.8 695 47.2 766 40.4 786 44.4 677 37.7 786 40.5 688 31.5 788 M.9 653 27.0 786 31.0 841 23.6 788 288 631 V �1441. 437 546 442 1104 36.4 518 37.0 498 31.2 546 31.0 481 27.3 648 282 648 25.3 478 21.8 648 '22.9 474 18.2 648 18.5 484 15.8 648 17.2 d55 13.7 548 15.5 418 („) N Q O O TABLE12B ANCHOR CAPACITY ADJUSTMENT FORMULA: CL-3 zm� AnchorCepaelty Table(lbs) d'fd2' SUMImIa 2.7N lbrcrele 86kCmc. NaOow Ch4U F81etl G.IU PT Wood Metal (Op..) ANCHOR CAP. aANCHOR CAP_ MULLION CAP.�,,,� 5116'Etc. 114'SS Elco 516'Elco 114'SSElco 910Sled 812 St.1 Nt2 SIe01 AnehorCllp Pattema Ancll.r Type: 31 Etc UOrxm 114*Eke Unmcon 3116'Etc.Ull=cn 1/4'Elcoun2con Aggrcoalor UMcm AggreGater Scmw(G5)Scrav(G5) Scnm(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edgy aslarce pn)' 1' 2-VT V 2-1T 3118- 1' 2-11T 1' 2-112• T 3416' 21 6.49• o.sa• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN FmDMnmI OrX 13/4' 164' 1-314' 164' 2' 1-14' 1414' 1-1/4' t-14' 1.1/4• 1414' T tae• tae' rates ACTUAL PRESSURE REQUIREMENT FOR THE 2AntbM@4.7961In O.C./Standard OrOMe!CLpfFg.18231 39D IDS 390108 450 ms 690106 1857 IDS 270109 283105 3611os 74DIs 374 Has 661103 0461b5 341 ies 442108 S6D IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arch-@2.68'8ne O.C.l slarl�4d(a gacO Clip(ng.3y 740IM 740 Its 630IM 14ee IDs 1424 IM IIIA 56016r N/A W51M n/A 8801M IVA 662 ms a65 rM 1129 tM CAPACITY(FROM THE TABLE)OF THE SELECTED e Arch.rs@1.711Min.O.C.1 SImdad(.r gfseOClip(Fig.4): 6651D9 0;81 76B IM 1946IDS IIIA IIIA 705 the N/A 799Its IIIA WA Il1A 7022108 1327105 1680 IDS MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcrors @ 9'l41n.O.C./(1)2c5 Angle cupsI(Flg 4 780 ms 7 ro 660 IDS 16M lbs 1098163 640103 5601M IIIA 760lbs 74810s 8BD Ibs 18112109 �21Ds 8851c6 1720108 CAPACITY WHICH MAY BE USED TO QUALIFY 6Arcrors @ 3'MIA.O.C./(2)215 Angle GBPS/(Flg.4 11TOIbs 1170lbs 1020 IDS 2340 im 2854Ibs Bt es 840 tan IIIA 1140108 �/AA 1320 lbs Me[as 1022lb9 1327 as 1600 Iftt ADDITIONAL ANCHOR OPTIONS FROM THE 3AMnom@1.34-Mtn.O.C.I UCOp,I,10.125'Num.(P1g.4 IIIA IUA NIA IUA IIIA II/A tUA 141A IUA IUA IUA II1A IUA 10731 ANCHOR CAPACITY TABLE. BArcrors@0.61'L11n.O.C./UCnp,mlo.125 Num.(Fig.By 1418 UA NTA IUA tl/A IIIA WA IIIA ILIA IUA IUA IIIA tUA 21 IDS PRODUCL'RBVISBD 2.11'.@ 268'Ill&O.CJ FCOp(119 Oy 370103 370103 316103 749103 712 Its 14/A 283 105 IUA 3181Ds 440108 tVA 341103 442 as L601M Bug COnyi1Y)n8 3YfU1160 FIONda. 3Archxs@131.1,Im.O.CJ F{tlp(M.iOX 443103 5251bS 379105 0731Ds NIA IIIA 353 I08 II/A 300103 IIIA IUA IUA fill ms 667108 6401M BUlld111g� .oc�p[eanoo rio 5.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. � FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: \`III 2.000' leml ode % -41 Con11r.1 • • • • • • • � \ I I I fill, • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR � oN ...... GENERAL INSTALLATION METHODS. •t� (F • • • • • FNSe •.,'Q FIGURE& FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • ,250" - 4.000" = },•: N0.58705 3)MULLION AND MULLION CLIPS SHOWN E NOT TO SCALE,FOR CT DIMENSIONS, SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING G DIMENSIONA RESTRICTIONS SHOWN ON SHEETS 23.FIGUR S SHOW SUGGESTED,A PROXIMATE HOLELOCIS.:•w, STATE 0 =(l9 FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ''•.,FLORID?:•'• • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM G-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. �� MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125'Tl11CK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045"THICK(18 2"X 4'X.25'MULLION I.l r 111 1 w 11�s` • GAUGE STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 1 I I 1 t 1 4 IN PAIRS. )• A.LYNN MILLER,P.E. THREADS BEYOND THE MATERIAL.#10 6#12 ANCHORS INTO WOOD MAYBE STEEL,18-B S.S.OR 410 S.S. FL P.E.#58705 TABLEI3A n Mulllon Capacity Table Ibs1W °' � Opening Width(for\4lrncaly-sparringmuilions)orOpening Height(for h3rizortaly-sparcirgnr lions) 501. 601. 70 In Sol. BO In 1001n 1201. 1401n 1601n C;fo o Rectangular 7rep,Tdorg. Re il.ler TreprTdeng. R.N.giler TrapTlang. Roclan9dar TreprTdang. Recleng,ler Tra4JTdan9• Reclergdar Trap(Mang. Reclmgrlar TmplTdanO• Roclmog , TralYTdaig. Reclangular TmprTdan9. i jdo 2%6X.26 Ling Loadng Lmdng Loadng Loednll Lowing Loafing Lwdng Lmft Loafing Loadng Lcadng Loading Loadng Lmdng Lo3dng Lowing Loadng c ao Alum.Tube r p r r r p p z• r n r a r r .6 ,r p p p r p .ra � 0 0 A l.., a a 1. A.. as a., a a.. a& A a.� -a a,. v W Mullion a ag a �.�, � �. �� � �� �� � S� >�B � � >�� a a�'z� �� >� � � n.� $ a�, � �x a89 1 g 3 c9a v 3 �� d 39 3 3 3 ct 7 3 3" 3 c9� R 6 9 cR 43 c1a 7 3 8 2➢ c�i� d15_ IS 12 9. �� drc �c do o: d`rr fol E'c d� Yea �c d`rc Ec dr o: �c Z rc 421n 170.0 820 170.0 435 170.0 7M 170.0 478 170.0 808 170.0 500 170.0 902 170.0 510 170,0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 170.0 1775 170.0 521 170,0 1883 170.0 521 O W 481. 170.0 768 170.0 524 170.0 850 170.0 584 170.0 082 170.0 830 170.0 1133 170.0 661 170.0 1275 170.0 077 170.0 1417 170.0 680 170.0 1700 170.0 680 170.0 1883 170.0 680 170.0 2287 170.0 680 J UJ ZD 50.625 In 170.0 747 170.0 563 170.0 088 170.0 631 170.0 1048 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1783 170.0 758 170.0 2092 170.0 758 170.0 2391 170.0 750 (n 541. 170.0 707 170.0 812 170.0 058 170.0 691 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 '170.0 856 170.0 1913 170.0 881 170.0 2231 170.0 881 170.0 2550 170.0 881 m 0O 601n 170.0 865 170.0 701 170.0 1003 170.0 707 170.0 1240 170.0 878 170.0 1417 170.0 044 170.0 1594 170.0 098 170.0 1771 ,170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1003 170.0 2833 170.0 1083 F CC) J e31n 170.0 030 170.0 745 170.0 1118 170,0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1078 170.0 1858 170.0 1122 170.0 2231 170.0 1169 110.0 2803 170.0 1171 170.0 2075 170.0 1171fi --I 661. 170.0 074 170.0 788 170.0 1189 170.0 803 170,0 1384 170.0 1002 170,0 1558 170.0 1088 170.0 1753 170.0 1155 170.0 1048 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1288 170.0 3117 170.0 1288 Z �• �> c 72N 170,0 108.7 170.0 878 170.0 1275 170.0 1009 170.0 1188 170.0 1128 170.0 1700 170.0 1218 170.0 1917 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1488 170.0 2875 170.0 1528 170.0 3400 170.0 1530 („). s`> J 78 In 170.0 1122 170.0 837 170.0 1346 170,0 1080 170.0 1570 170.0 1209 170.0 1784 170.0 1322 170.0 2018 170.0 1421 170.0 7243 170.0 1505 170.0 2882 170.0 1829 170.0 3140 170.0 1694 170.0 758) 170.0 1705 D.�° u JL Z- 7 g 78 to 170.0 1151 170.0 887 170.0 1381 170.0 1118 170.0 1811 170.0 1250 170.0 1642 170.0 1789 170.0 2072 170.0 1474 170.0 2302 170.0 1564 170.0 2787 170.0 1700 170.0 3223 170.0 1777 170.0 3683 170.0 1788 Q � 90 In 170.0 1326 170.0 11M 170.0 1584 170.0 1328 170.0 1859 170.0 1498 170.0 2125 170.0 1653 170.0 2381 170.0 1703 170.0 2858 170.0 1918 170.0 3166 170.0 2125 150.0 3413 170.0 2273 136.5 3413 170.0 2381 Z Q N O 901n 170.0 107 170.0 1232 170.0 1700 170.0 1434 170.0 1883 170.0 1022 170.0 2287 170.0 1794 170.0 2550 170.0 1852 170.0 2833 170.0 2085 180.0 3199 170.0 2338 137.1 3109 166.8 2470 120.0 31 a9 156.1 2428 la- �SZ O 00 a� 1081n 170.0 1504 170.0 1400 170.0 1013 170.0 1847 170.0 2231 170.0 1670 170.0 2550 170,0 2078 184.8 2781 170.0 2271 148.3 2781 161.9 T221613 2781 140A 2281 105.9 2781 125.9 2234 923 2781 116.0 2100 � IC) III In 170,0 1838 170.0 1454 170.0 1088 170.0 1700 170.0 22a3 170.0 1032 170.0 2621 170.0 2110 151.8 2032 182.3 2245 130.8 2672 148.4 2632 126.4 21W 07.0 2832 115.1 2128 85.4 2632 108.3 2096 X1n U) 1201. 170.0 1771 170.0 1588 170.0 2125 170.0 1859 164.4 2252 159.9 1081 135.1 2252 141,4 1984 120.1 2252 127.2 1938 108.1 2252 1113.1 2252 99.8 1872 77.2 2252 88.0 1838 67.6 2262 WA Mile X iM In 125.1 1584 126.8 1445 104.3 1584 108.1 1425 88.1 1584 91.5 1407 782 1584 80.7 1380 fi9.5 1504 72,3 1377 62.6 1584 85.7 1564 56.0 1330 44.7 1 1564 1 48.2 1 13050 38.1 1584 M.4 1283 Q N ¢ t7 (] TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z w Anchor Ce aclt Table ibs ANCHOR CAP--) Subslmla: 2.7k Co mle 3.6k Conc. Hollow CMU Ffllea ChlU PT W..d Malal (DP.JX )=ANCHOR CAP.,,, F 110a 5116"Elco ild'6S Eko Nib•Elco 1141 SS Eke #f0 6leel #12 Sled #12 Sled MULLION CAP.,-,,- Anch.rTypa: 3716'Eko Ullmcon 1/4"El..ul9ecm Ulbaeon 3llfi'Elco Ul9econ 174°Eke UlOacm AggreGetor• Ullmcon AggreG.tor Screw((95 screw(G5) Screw(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Anchor Clip Patterns ) Edge Dislance(in):R78-01M 2-12' 1' 2-12' 3-116' 1' 2-172• r 2-1n• 2- ave• 2- 0.48• 0.54• 0.324" CAPACITY REQUIRED"CORRESPONDING TO AN Embedment(Mr. 1-Y4' 1-314• 1374• 2 1-114• 1-174" 1-114• 1-174" 1-114' t-174' 2• 1378• I-we- 1ede3 ACTUAL PRESSURE REQUIREMENT FOR THE 2ArmbN.@ 4.75'Min.O.C.I SmMard or Oriel Cap(Pig.162): 390 @s 450lbs 890lb3 1644lbs 270 @s 280lbs 354 lbs 740 lb. 374 ft 664lbs 948 @s 341 0,, 44211,3 560lbs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohom @ 4.68•MIn.O.C.I Stmdxd("O6se0 Clip(Fig.3): 78016, 000lbs 1780lbs 3232lbs 540 @s 560 los 708Ibs 1460lb3 7481bc 1272 lbs 1892lb3 682 11,, 885 ft 1120 ibs CAPACITY(FROM THE TABLE)OF THE SELECTED BAmham@1.71'Min.O.C.I Slandard(or O8se6 Clip(F4.4): 140011,3 1010 lbs 25951bs WA WA 940163 WA 1065 IW WA WA WA 136311,, 177016. 2240 11,, MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AnoMra @ 3'MIn.O.C.I(2)2%5 Angle Cops r(Fkl.6): 78011,, 08016, 15601bs 189611,, 540lbs 560lb. WA 76D IM 74811,3 680lbs 1e92lbs 682lbs 885 lbs 112011,, CAPACITY WHICH MAY BE USED TO QUALIFY13ADctxxa@WMiaO.C.1(2)2x5A.gleCupsI(Flg.6)t 1560168 1360lb. 31201bs 3792lba10001631120ibsWA 152)16, 1496 lbs 17B01bs 3784 Ibs 1303163 1770lbs 224011,3 ADDITIONAL ANCHOR OPTIONS FROM THE 12A.hom@1.5-hilm O.C.1(2)2x5 An010 pips I(Fig.7): 21001ba 1M0lbs 3760lbs WA WA 132016, WA 1500Iba WA WA WA 204511,3 2654@, 3360lbs ANCHOR CAPACITY TABLE. RODUCfRBYISED 4Amham@1.34'MIn.O.C./LLalp,lnlo.125'Num.(FI9.8): WA WA WA WA WA WA WA WA WA WA WA WA NIA 143011,, complyibgmhhlbeFWds BAnchore@0.64•!,1@.O.C./U{Ilp,Inlo.125'Alum.(Fig.e): WA WA WA WA WA WA WA WA WA WA WA WA NIA 2881@s F^2.000'---1 undlna baa _i1A/'1S0 2 Anchare @ 4.88'Alin.O.C!F•Clip(Fig.10)'. 300 @s 390lb. 45011,, 89011,, 1811311,, 270 IDs 28016, 35411,3 74016, 374 lbs BSB lbs 940lbs 341 163 44211,, 56016, 1ooeptmleo N0 .L1V 4 Ancham @ 1.71'Mia.O.CI F-Clip(F1g.10: 590 lbs 7001ba 505 ibs 1298lbs WA WA 470lb3 WA 533 lbs WA ,WA WA 682 lb. MI lbs 1120 lb. IoaDet. (�f NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. .250" / TABLE NOTES: `ttiami Dade PraduG Con iro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE e: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. � �( • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `��'�•'��r.:Er•ISg '••FS 6.000° `T;• -k • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 50705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - NP 1 ANGLE ,'O \_f` • • ° • • • ••• • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED `'p g•({S (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED �iC� ALOR10�'. C7 • • • • • • ° • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" '.�(CS ......... • • • • • • • • USEDIN BEATLEASTL STUDS HICK AND A36I ALL ANMUM CHORSDE 3INTO METAL SHALL EXTEND AT LEAST 3 SCREW TEEL TO /717iS��N PAIRS. 2•X B•X.25' A.LYNN BILLER,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 14A Mullion Capacity Table Ibatte) x Opening Width(for vertically-spenring mullons)or Opening Height(for horiontally-sparding muillons) 501n 601n 701n 801n 901n 1001n 1201n 1401n 160 In ��• u. Rectangular Tre{VTdarg. ReclaneNar TapTdang. Reclerpular Tre1VTdang. RaclergNar Tap7deng. Rectangular TrepTdarg• Rectangular Treprdarg. Rectangular TreyTdarg. Reclanguar TrapTtlarg. Rectangular TapTdmg. �"yy 1.26"x2.11" lnadIg Loading Loading Loading Loading Loadlrg Loadlra Loading Loading Loading Loading Loading Loading LoadX.. Loading Laadlrg Loading Si g x.125"Alum n Tube Mull 8 B B : B fi Z421. 144.2 528 167.0 426 120.2 T21333.7 9 419 103.0 526 136.9 414 90.1 526 134.8 411 90.1 S26 134.1 411 721 626 1134.1 411 60.1 626 134.1 134.1 411 45.1 526 134.1411481n 968 403 109.0 333 60.6 325 69.0 403 88.4 320 MAI 403 61.4 317 53.7 403 79.1 315 48.3 403 78.6 314 40.3 403 7a.6 78.6 314 30.2 403 78.6 314 J = 60.626 In 823 362 B1.0 301 68.6 294 68.8 3e2 71.9 289 51.6 362 67.2 286 45.7 362 64.8 284 41.2 362 193.6 283 34.3 382 63.6 263 20A 362 63.6 283 25.7 302 63.6 283 { 541n 61.8 319 74.1 267 68.5 261 48.5 318 57.7 256 424 318 63.5 253 37.7 318 50.8 250 33.9 316 40.5 249 28.3 318 49.1 246 24.2 318 49.1 248 21.2 311 49.1 248 11J p Fa m co C 601n 48.5 258 53.1 219 41.2 7 214 35.3 258 40.7 210 30.8 250 37.2 207 27.5 266 34.9 204 24.7 258 .33.4 203 20.6 258 32.2 201 17.7 268 322 201 15.5 258 322 201 F cD J J 63 In 42T 234 45.8 200 35.6 1 195 30.5 234 34.7 192 26.7 234 31.0 189 237 234 29.4 168 21.4 234 28.0 184 17.9 234 29.9 163 15.3 234 26.5 183 13.4 234 26.5 183 LU J 2 681n 37.2 213 39.4 1B3 31.0 7 179 28.5 213 28.8 17B 23.2 213 27.0 173 20.6 213 25.1 170 18.8 213 23.7 169 15.5 213213 220 160 11.8 213 22.0 168 (ni721. 28.6 179 30.1 155 23.9 6 152 20.4 179 21.6 149 17.9 179 20.3 147 15.9 179 18.7 145 _761n 24.3 181 25.4 140 20.3 6 137 17.4 161 19.0 135 16.2 781 1T.0 133 ? o U ¢Z 781n 225 162 23.5 733 18.0 152 19.8 131 161 152 77.6 120 Q r F r TABLE UB Q N o ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Qba) F ANCHOR CAP.,,,,,,," Q X Z�o..o SlDslale 2.71,concrete 3.QC C0M. HN"CMU FBIed CIAO PTW00d Neal (DP,)X( )=ANCHOR CAP.,,, In �� WIG V4'SS Ekd W16•Eko Vq•SS Eleo 91051Otl 912 Steel H12 Ston[ MULLION CAP.,,„,,,", Archor7ype 3/16•Eko Ull-m 114'Elco Unman 3Ii6•EkoOMaeon 1/4-Elco Ulkecm X AnehorCllp Patteme lmrxon AggaGatar UK- AggeGalor Serew(G5j screw(G5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR `1 Y Ed,7a Distama(In): 1• 2.72' 1" 2-12' 3-1/6' i• 2-W' 1' 2-12' 2' 3-1/8' z 0.411 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN F- rn (q Em6eanent MT 13'4' 13/4• 1314' 1314' z 1-114' 1-114- 1-174' 1-1/d' 1-114' 1-V4- z 13'8• vw v44es ACTUAL PRESSURE REQUIREMENT FOR THE U N Q 3 4Arctgns®3'Atln.O.C./(4)2e5Aeg1e Clips/(Fig 1y 780Ita Ton ros 6BOIm 1fb0lbs 1�61m 540lea 560ros WA 760 IDs 7461m 8901, 1m21m 6821as 88.5Im 14301, OPENING,WHEN IT IS LOWER THAN THE MULLION Q CAPACITY(FROM THE TABLE)OF THE SELECTED z m U)s.0 MULLION.ITWILLYIELDA MINIMUM ANCHOR $ €�mOf CAPACITY WHICH MAY BE USED TO QUALIFY �� ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.286'--1 1 complying with the Florida uildtng 03dc FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I 6w 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116• �lfaml cele Pradlxt Comm] FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. •125' 4 SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED „!• 717 i� CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7- �����.•'�10ENS YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" I P C P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.26'X 2.11'X.125'MULLION �- ••.Tcy LEAST-125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) _ N0.50705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. `• - S ATE OF !(�` 101VAL '/hrrnl,4,, A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 15A „ N Mullion Capitally Table(lbekt) Opening Ndth((orverticely-spaming mullions)or Opening Height(for hodzorltely,spsnnlrg mLlliom) 501n 601n 701n 601n 901n 1001n 1201. 1401. 16014 o ReclonlNlar TraplTdang. RectergNar Trep/Tdan9• Rectengutar Tfap/iaang. Rectengufer Trep7Tdeng. Rectangular Trep/311eng. Reaading r Trap7Tdang. Reoadin iar Trop/Tderg. Recadng r TrepRdang. Rectangular TrepRdeng. o: 3.26"3g Loafing Loadng Loafing Loafing Lo.d.g Loafing Loafing Loafing Loading Loedrg Loafing Loafing Loading Loafing Lowing Loadne Loafing Loafing ^02 g O DEG.AL a p a r p ? a F $7,72 BAYMULL0H^ �� ` LU 0421n 170.0620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 We 170.0 892 170.0 519 170.3 1116 170.0 1240 '170.0 521 170.0 1488 1700 621 170.3 1735 170.0 521 149.1 1740 170.0 521 JW481n 170.0 70B 170.0 524 170.0 850 170.0 584 170.0 802 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 1417 170.0 680 152.2 1522 170.0 680 130.6 1522 170.0 680 114.2 1522 170,0 680 30.6251. 170.0 747 770.0 563 170.0 896 170.0 631 170.0 1048 170.0 6B4 170.0 1185 170.0 723 170.0 1345 170.0 1443 170.0 756 136.9 1443 170.0 766 117.3 1443 170.0 766 102.6 1443 170.0 768 W o o 541n 170.0 797 170.0 612 170.0 956 170.0 681 170.0 1116 170.0 754 170.0 1275 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 601 103.1 1353 170.0 861 90.2 1353 170.0 861 0 ~ m 601n 170.0 865 170.0 701 170.0 1063 173.0 797 167.0 1216 170,0 878 146.1 1218 170.0 044 129.9 1218 168.8 938 116.9 1218 1521 924 97,4 1218 148.1 913 83L 1218 145.1 913 73.1 1218 148.1 913 631n 170.0 930 170.0 745 170.0 1116 170.0 850 1602 1150 186.8 93] 131.4 1150 153.0 914 118.8 1150 141.9 896 105.1 1160 134.2 885 87.6 1150 128.7 871 76,1 1160 126.2 870 65.7 1160 126.2 870 0 5 681. 170.0 974 170.0 789 152A 1048 185.8 681 133.6 1048 146.8 e84 114.3 1049 133.1 850 101.6 1048 123.4 839 91.4 1048 116.6 830 76.2 1048 109.4 821 85.3 1048 108.2 816 57.1 1046 108.2 818 z �� m J �w c 721. 140.8 880 147.8 784 117.4f495 126.0 746 103.6 880 110.8 734 88.0 980 100.0 722 78.2 880 32.0 712 70.4 880 88.2 70.1 56.7 880 79.2 693 50.3 880 78.5 886 44.0 880 78.4 888 o �Z 76 In 119.7 790 125.1 690 99.8 106.4 676 85.5 790 93.3 663 74.6 790 63.9 852 88.5 7B0 78.9 643 59.9 790 71.7 835 49.9 790 65.1 624 42.8 790 82.1 819 37.4 780 61.5 817 J } r f 781. 110.6 750 116.5 857 92.3 38.1 644 T9.1 750 85.9 632 88.2 750 77.1 621 61.5 750 70.8 812 65.4 750 65.7 805 48.2 750 59.4 594 39.B 750 136.2 588 34,8 750 55.5 588 Z Q Q O 901n 72.1 563 71.4 500 60.1 62.9 491 51.5 No 64.8 463 45.1 603 48.9 475 40.1 563 44.4 468 38.1 563 40.9 452 30.0 567 38.2 452 25.8 563 33.3 445 22.5 683 31.8 442 Q m z 2- F W ao 961n 59A 495 61.1 443 49.5 51.5 435 42.4 495 44,8 427 37.1 495 3B.B 421 33.0 485 36,7 416 29.7 495 33.2 409 24.8 495 29.1 400 21.2 495 29,8 394 10.6 495 25.0 390 U) W a 1081. 41.7 391 12.6 353 34,8 35.3 548 28.8 391 31.1 342 28.1 391 27.6 337 23.2 391 24.8 333 20.9 391 22.8 326 17.4 391 13.7 321 14.9 391 17.8 316 Lu III In 39.4 370 39.2 335 320 33.0 330 27.5 370 29.6 325 24.0 370 25.3 320 21.4 370 22.8 318 18.2 370 20.9 312 18.0 370 18.1 305 Y o1' Q 511 0!) 1201' 30A 377 30.9 2B9 25.3 317 28,0 28d 21.7 317 22.5 280 19.0 317 19.9 276 18.9 317 17.9 213 UQ c) Q 0 0 1441. 17.6 220 17.a 203 CL ..Z mO O TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca ItV Table(lbs) ANCHOR CAP.,,,,,,, Substrele 2.7kC mret, 3.6k Cono. Hollow ChlU RIM CMU PT Wood hlotal (DPu°)X( )=ANCHOR CAP.",. 6'18'Elco 114'SS Eloo 5116'Elco 114'SS Elco 910 Steel 912 Sleel 612 Steel MULLION CAP.,,u„M, Anch❑rCIlpPattems Amhor7ypa: 3/10EkoUltra- ElcoUllman3'16'EkoUllrecon 1/4'EkoUihecw UlDecw Aggreoator Ullrecon AggreOalar Screw(O5)Samv(GS) Screw(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Olslame On): 1' I 2.12- V 2-12' 3416' t' 2-tn' t' 2-12' 2- 3418' 2• o.4e' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embe&nent(In): 1-314' 1-314' 10/4' 1-314' 2' 1.1/4' 1-114' 1-174' 1-114' 1-114' 1-//4' 2' 1318' gala' Sedes ACTUAL PRESSURE REQUIREMENT FOR THE 2A.h..@5'MI'O.C./(2)WAngte Clips/(Flo.1): 3901bs 390 ibs 4501bs 8901bs 17001bs 2701bs 2BOIbs 354[be 740lbs 374lbs 720 lb. 946 ft 341 @s 4421bs 5601bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 3.5'MIR O.C.1(2)215 Angle Cops 7(Fig.2): 780 lbs TBO lbs 7801bs 16701bs 25251. 5101hs 5601bs WA 120 b, 7481bs BBO lbs 18921bs 6821hs 0851h4 1120 lbs CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhore@2.7l'MIn.O.C.1(2)2t5Angle Clips/(FIg.3): 11201bs 1120 In 056 lbs 22461ha 2254[be wA 840[be WA toss lbs WA 1320lbs WA 10221bs 73271bs 7880Ibs MULLION.IT WILLYIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCPRUVISED ANCHOR CAPACITY TABLE. u wmplying with the Floiids FIGURE I: ffllc� dc TABLE NOTES:1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ontrol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 011111111" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '126" �� UNf LYWI 4"/// HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �•" .�! �� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' _ No.58705 31` FIGURE3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.126" THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAY Tj 1 'Cb1 jl-IS � LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. % '•.'40RION, ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ' "' [VAI.. ,�� A.LYNNIINILL�R,P.E. FL P.E.#58705 TABLE 16A Mullion Capacity Table IbBe u Opening Width(foreertic01-sparTi g mdUons)or Opening Haight(for horizontell)'-spenri g mllllor43) jc!ie 501n 60 In 701n 601n 001n 1001n 1201n 1401n 1601. k o Roolenpllar 7rej✓7deng. Rectangular TrepTdang. Rectanguar 1)ep'Tdeng. Rectangular TrapRdang. Reclenprlar Trep,Tdeng. Reclangder TreplTdanO. ReclentNlar Tre4JTdeng, Rectangular TrapfTdang. Rectongdar Trep!(deng. o do 3.26"'46 Loading Loadng Lcadng Loadn9 Loadrp Loadng Loafing Loadng Loading Loadng Loadng Loafing Loadng Loadng Loafing Loafing Loafing Loafing c= 2 O DEG.ALF•F F �• F F F •'e� F F t` F F �' �' BAY MULL �6g ., �.. agLO g '8 tY 7Y g cT o d r3` c3 13 N f3 23 8 tR tY 6 1R 8 r U [i c4 9 c3 cY 8 f4 t3 3 8 t3 t9 8 r 8 13 Ca s s� s € �� s s alb s � �� s Q s =� a s b� g RNs w 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 We 170.0 600 170.0 962 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 52t 170.0 1466 170.0 521 170.0 1735 170.0 521 180.3 1871 170.0 521 J W 481n 170.0 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 601 170.0 1275 170.0 677 170.0 1417 170.0 880 163.7 1 1637 170.0 680 140.3 1837 170.0 680 1228 1837 170.0 680 : z 60.0251n 170.0 747 170.0 503 170.0 896 170,0 831 170.0 1040 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1404 '170,0 758 RM 1552 170.0 756 126.1 1552 170,0 758 110.4 1552 170.0 758 W S 541n 170.0 707 170,0 612 170.0 058 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 170.0 1434 170,0 637 155.2 1455 170.0 050 129.3 1455 170.0 eel 110.8 1455 170.0 801 87.0 1455 170.0 861 Ib � O M 601n 170.0 885 170.0 701 170.0 1063 170,0 797 170.0 1240 170.0 676 157.1 1300 170.0 044 139.7 1309 170.0 908 125.7 1309 183.5 994 104.8 1308 157.1 962 69.8 1300 157,1 082 76.6 1309 157.1 982 I--• U J 831n 170.0 030 170.0 745 170.0 1116 170.0 850 182.9 1247 170.0 940 142.5 1247 184.5 983 128.7 1247 152.0 865 114.0 1247 144.3 952 85.0 1247 1382 038 BL4 1247 135.7 035 71.3 1247 135,7 935 W 68 In 170.0 074 170,0 700 170.0 1169 170.0 903 148.4 1190 103.7 965 128.0 1100 147,9 045 115.1 1190 130.5 028 103.9 1100 128.4 914 60.8 1100 110.5 898 74.2 1100 118.1 693 84.0 1100 118,1 893 Z � $5 72 In 161.8 1010 168.8 e77 134.7 1010 14d.8 859 115.1 1010 127.2 642 101.0 1010 114.7 828 89.8 1010 105.8 817 80.8 1010 98.9 801 87.3 1010 80.8 795 57.7 1010 07.6 780 50.5 1010 07,7 709 �j Z J 76 In 137A 900 143.6 792 114.5 908 1220 775 08.1 908 107.1 761 85.9 608 99.2 746 76.3 808 88.2 736 68.7 a00 82.3 720 57.3 906 74.7 718 49.1 809 71.2 710 42.9 900 70.8 708 ,J �i n Q r .� 761. 127.1 861 132.5 754 105.8 601 1125 730 90.8 801 88.0 725 79.4 801 86.6 713 70.8 801 01.0 703 83.8 Bel 75.4 604 53.0 661 66.1 081 45.4 661 Bd.S 075 38,7 861 e3,7 872 Q m Z N O BO in 827 818 85.4 574 88.0 810 t20.8 561 50.1 646 82.8 554 51.7 816 Se.1 545 48.0 840 50.9 537 41.4 646 47.0 530 34.5 818 11.5 510 29.5 846 3112 511 25.0 016 38.5 607 LU ..o ao 981n 66.2 568 70,1 508 56.8 588 499 46.7 568 51A 491 42.8 568 45.8 483 37.8 668 41.4 476 34.1 588 36.1 470 28.4 588 33.4 459 24.3 536 30.5 452 21.3 668 28.7 447 (Q LU 1081n 47.9 449 40.0 405 39.9 449 390 34.2 449 35.7 393 29.9 449 31.7 387 28.6 449 28.6 382 23.9 449 28.1 377 20.0 440 22.7 386 17.1 448 20.4 301 55.0 418 18.8 356 �i 111 In 44.1 425 45.0 385 36.8 125 370 31,5 425 32,8 373 27.8 425 28.1 307 24.5 425 26.2 382 221 425 24.0 358 NA 425 20.7 350 15.8 425 18,8 343 � p U) � 1201n 34.9 384 35.5 331 29.1 394 326 24.9 364 25. 3321 21.8 364 22.6 317 10.4 384 20.5 313 17.5 384 18.7 309 U •0 QO O 1441n 202 253 20A 233 18.8 253 210 g'� uz m0 40 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca acl Table Ibs ANCHORCAP. S"W.Im 27k Commle 3.fiK Conc. Houms CMU Riled CMU PT Waod MWI (DP)X( ANCHOR CAP.,,, 5118'Eko -SS Ek-5416-Elco 1l4'SSEIco 410Steel Bi2Sleel 412S1eN `MULLIONCAP.,,,�,,,,, ��A.W Typo: 3110'Eko Ulbecan 114'Elm UlOecm 3'18'Elea Ulbacan 1/1'Elco 111U... AnchorCllpPatteme Ulaacon Age Ullmcon AggreGalor scmw(G5)sarew(G5) ScrM(G5) USETHISFORMULATOOBTAI alante 2-112' 1• 2.12' 3-116' 1• 2-12' /• 2-12• r 31". 2• 0AB" 0.51• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednent(inj: 1.314' 1-3/4' 1-311• i-314' r 1414' 1-1/4' 1-114' 1-1N' 1-1/4' 1-114' 2' 1318' 136' lades ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhm4g 5'MI.O.C.1(2)MAngle tlips!(FI0.1): 390 ba 39D Nb 450 Ibs 8901bs 17001bs 270 Iba 260 ms 35416. 7401bs 3T41be 720lbs 946Ibs 3411bs 4421bs 5601ba OPENING,WHEN IT IS LOWERTHAN THE MULLION 4 Amhom®3.5•MI.O.C./(2)2x5Arple Clips/(Fig,2j: 78016. 78016. Me lbs 187016. 252516. Me lbs 560165 WA 11201ba 7481bs ew Ibs 18921ba 6821bs 805150 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED 6Amhors@2.71"h9n,O.C,/(2)WAnplo�ips!(Fig.3): 1120Ibs 1120Ibs 056165 2246 lbs 22541bs WA 84016. NIA 1059lba WA 1320lbs WA 10221bs 1327 ms 188016. MULLION.IT WILL MAYYIEL13EUS IMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE K FIGURE 1: ANCHOR CAPACITY TABLE. a3 canlplyin(4 wllb she Flo3ide BuOdlUp Ccde'/f .y O TABLE NOTES: A Mptrexro No .L Uetc 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 5r SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Mtbm9 AdapfodactCorrhol FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,Q ..•.••••.. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125'QAY ��.•'�,1CHNSF F.p i�- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Q' - •�' No.50%05 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ S FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 630.WOOD SHALL BE PRESSURE-TREATED - • • • • YELLOW SOUTHERN PINE.WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF-125" THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT %�(�'• SATE <L/� LEAST.126"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND • • THE MATERIAL.#10&912 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. %��s•''••.... �G ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LYut3ISIILLER,P.E. FL P.E.#58705 1.1.000"rl ---I 1.000' -^I 1.000" �v'hN a -j 1.000° 1.000' r .125' rs 0 aY .125" .125" 2.750' 2.750' .125' 3.125" 3.188' .125' ,125' 25' 2.000" 2.000' 2.116" N 265" I o m L 125' 650" 50 L .125' z N •- .500'-T 7r OL .375" I il .Jj W 1'X2- X.125'MULLION 1'X 2'X.375'MULLION 1'X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION, 1'X3.125"X.5'MULUON 1.25'X 3.188"X.265'MULLION 1.26-X2.11"XA25"MULLION n _ 8063-T6 ALUM. 6063-T6 ALUM. 6063-76 ALUM. 6083-TB ALUM. 6063-T6 ALUM. 6063-TB ALUM. 6063-T6 ALUM. 2 Q n a X-SECTION X-SECTION X-SECTION X-SECTION XSECTION XSECTION XSECTION m r) OO 0 Z m Ir TABLE A W o g LSTA-NDARDCLIP 2X5 ANGLE CLIP z 2,-To ALUM. 6063-TB ALUM. Dimension Value((n) Fat Mullion: � Q2.000' 2.12 0ECTION X-SECTIOND- 06 $ �Z U-CLIP 2.000' A 1.825 � I fi3-T6 ALUM. I 1'X2"X.125' Q J 'a .125" XSECTION L '125" B 2.854 Aluminum F- U Q rn o C 0.885 Tube Mullion z N r 125'J� D 0.740 A 1.126 Z �o�� B 2.404 1'X2"X.375' W 2 Y `1 Aluminum Ir '� 3.125' 5.500' CUTHERETO .375' 5.000' C 0.835 Tube Mullion ,375" �1_CREATE F-CLIP,SEE MIN. I Z Q MIN. DETAILF,SHEET4 .375'M1N. I-� D 0.480 aE O .338'MIN. A 1.875 6 m� r--------h r-------� --------------------- B .3.000 1"X2.76"X @Of I I I I A A I U-CUP A j--------1 a p p L-------- 6063-T6 ALUM. `- ---------'------' 2X5 ANGLE CLIP C 0.757 .375AIUminum TOPVIEW 6063-T6 ALUM. D 1.118 Tube Mullion _ TOPVIEW r8 STANDARD CLIP CENTBR OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. 6063-T6 ALUM. DASHED BOUNDARY.SEE SHEETS 5-17 FOR THE ZCFTER OFANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1"X2.75°X HIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER,1f18'. B 3.000 .650" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 4 1116'. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR O.C. TABLE 8 RODULTRBVISUD DISTANCE.MAXIMUM PGT Part# A 2.000 1"X3.125"X a complying with the l'lodde ANCHOR HOLE Mull Dimension sheet B 2.637 uildiog Oodc 5.500" .375' DIAMETER:ANCHOR ( Mullion Std.Clip Offset Clip U-Cllp Angle Clip .500'Alum ccc a ce No .375" MIN. DIAMETER.1118'. C 0.863 Tube Mull `• ' MIN. 1"X2"X.125"(5) 66605 666113M 6061118M 666243M 666511M D 1.137 BY _______ __________-I 1"X2"X.375"(6) 666006 666114M 6661119M 666244M 666512M A 2.625 Miami ode Product Control j- I-- I 1.25°X 3.188' I 1 1"X2.75"X.375"(7) 66607 666115M 6661120M 666245M 666513M B 3.282 X.2851 Alum III 1"X2.75"X.650"(8) 66608 666116M 6661121M 666246M 666514M C 0.862 Tube Mull �� 1YI4N 11i --- --- D i B 1"X3.125"X.508"(8) 66637M 6661116M 6661114M 666242M 666515M D 1.782 ���TCN���ENS /��Fp 1.26"X2.11"X ,•' I i 1.2b'"X3.186"X.285"(12) 66841M 6681 666517M117M 8881113M 866241M 6WS16M A 1.813 .121'Alum No.567 �..: x 05 1,26"X2.11"X,125"(18) 69370 WA NIA WA Tube Mull " �h\ O OFLy FSET CLIP NOTES: ='D { 6063-T6 ALUM. 1 �q ` ;•�� '125" y TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. %N ST TE OF �VJ` .740' '-I �' � .,FLORIDA•'' GN` 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. /��siS 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, A LYNN NIAJUER,P.E.FL P.E.#55705 1.os2 y 1.Doi• y 1.000• 740• a � r OM1gv L 063' • x„A .385" rt .062' I .125" --I 1--.125' 438' g o .a3B• I I 4.000" •125•STANDARDCLIP 4.000' 4.000• 2 625• 2.000' 6063-1'6 ALUM. 2'125" 2.000' 2X5 ANGLE CLIP LL 125• - X.S�CTION U•CLIP 8063-T6 ALUM. l 6063-T6 ALUM. X-SECTION ,125" N .125' XSECTION '6 m .125' .125" N o .031' Z rc fn 1 � T CENTER OF ANCHOR HOLE MUST LIE WITHIN THE .125 155"f DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE j 2 .375" .375' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 8 HOLE DIAMETER:ANCHOR DIAMETER+1116'. W � Om O 1'X4'X.125' 1•X4'X.375' 1'X4'X.375' 5.50D' - 00 Z co MULLION MULLION 'T"-MULLION CUi'HERETO 6.000" 376• H p m 6063.76 ALUM. 6063-TB ALUM. 6083-T6 ALUM. 375.3.125'-�1_CREATE F-CLIP,SEE '375" �'-MIN. to J %SECTION X-SECTION XSECTION MIN. DETAIL F,SHEET ( Z 1.250' .375' Z LU i m r-------� r-------� CENTER OF r_________ ___________} .375" Z ANC R HOLE 1.250' 1.260' I I I I I MUST E WITHIN j i MIN. J d 2{ Z I I I I I THE DASHED Q '3 "' F SOUNDARY.SEE ~ U Q a1 0 SHEETS 5-20 FOR y I O z N 2.875' I --- I I --- I THE ANCHORO.C. F ; - rt ZQ ..o-p 3.94" I I j j F DISTANCE. I MAXIMUM 3.250' 3.260' I i i I ANCHOR HOLE ; W O `co Y I I I I I DIAMETER: I I F J co N .100' .100' .100" L�OCHORHOUEMUST J L______.-J ANCHOR r- _______________� I DIAMETER 1/t Q z O 0 o z w to .100' 2X5 ANGLE CLIP �o m O s:O 824' 624' L STANDARDCLIP U-CLIP 8063-T6 ALUM. pp u a.mom. -T •-(- CENTLIE 6063-T6 ALUM. 6063-T6 ALUM. TOPVIEW-i .820•F-- I --1 .820" l� -"i .820" F- WITHINTHE DASHED ONDARY.SEE TOPVIEW TOPVIEW 1.25'X3.25'X.100' 1.25'X3.25'X.624' 1.25'X 3.94'X.624" SHEETS 5-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION 'MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenalon Value(In)I For Mullion: Dimension Value(In)j For Mullion: 6005.75 ALUM. 6005-TSALUM. 6005-T5 ALUM. DIAMETER:ANCHOR DIAMETER+1/16'. F 3.687 1'X4' F 1.938 1.26'X3.25' X-SECTION X-SECTION X-SECTION G 1.000 .125' G 0.500 X.624' H 2680 Aluminum H 1.438 Aluminum 3.469' 6.500" 1 3.000 Tuba Mullion 1 3.250 Tubs Mullion 2.681' •125° .375• ,375' F 3.187 1'X4'X F 2.625 1.25"X3.94" .125' 1.877' MIN. G 0.757 .375' G 1.125 X.624• RODUL-F I 1'377' i H 2430 Aluminum H 1.500 Aluminum ucoraplyinawithlba'lorida r--- -- r-------, -f 2�'-+1 i I I I I 3.000 Tube&'T I 3.250 Tube Mullion u90lOSCedc I I I I F 2,250 1.25"X3.25' F 2.813 30'Be Mull m�tmt 6 -- /� I j j I j j G 0.760 aMu F 2.875 45°B.125" I I t I I H 1.500 A.125' 45° 2.250' I I I I I I I 3.250 Tuado Pm uctcontfol 30° i I i H I I TABLE D µ If/,,, 11 3.250'45'BAYMULLION IQ 3.250" I I I �� LYNN 7i 3o'BAY MULLION 8063.76 ALUM. �_______� �_ ____-� Mull Dimension POT Pert# \�� %cj............ze 6063-T6 ALUM. I XSECTION I (sheet#) Mullion Sld.Clip Offset Cllp U411p Angia Cllp ��'�.• �1GENSC''•,4c, X-SECTION I 1'X4'X.125'(10) 89384 688111M 6861122M 886241M 866518M r0 �T I .125" G 6063 T8 ALUOFFSET 1M. 1'X4'X.375'(11) 66610 W112M 6661123M 666242M 666519M " No.58705 .228.1 -••-,981 4 .226' ,981''-I .740° TOPVIEW 1'X4'X.375' T(11) 68853 666112M BIi81123M 866242M 866519M _ -J't _- NOTES: .� 1.25'X3.25'X.100'(13) 20160 6681127M W1124M 8862410M 6685115M 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 1.25•X 3.25'X.824'(14) 20181 8881126M 8681126M 6662411M 6665118M =PO'•, g A-t its,, 1.25'X3.94'X.824'(15) 20162 6661117M 6661126M 666241M 666517M •'•.,-40RIDP-r'• 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Degree(19) 66849 WA WA WA 6685110M '�i�'9. ..N���C��` 45 Degree(20) 88850 WA WA WA 6665111M 'r 3)SEESHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYWKIILL�R,P.E. FL P.E.#58705 TABLE E Mull Dlmenslon PGT Part# (sheet#) Mulll.n I Std.Clip I U•Cllp I Angle Clip '1 r •125' �{�- •125' I^.125" �x� 2"X4"X.25"(16) 66602 1 666261M I 660271M 1 6665112M I �`O'�•y o 2"X 6"X.25"(17) 66604 666262M 666272M 6665113M I STANDARD CLIP I U-CLIP 2X5 ANGLE CLIP n2 a i 6063-T6 ALUM. 6063 NOTES: -T8 ALUM. 6D63-T6 ALUM. 2,000° XSECTION 2.125' XSECTION 2.000° XSECTION I I N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •125' ,125' .125' +�§,5 m DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. L Z inN a Zo 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE �1 490° T O LHOLE LOCATIONS. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. J LU CUT HERETO 3.500' CREATE F-CLIP, 5.000" _375' W (n o 2.000' .375' _SEE DETAIL F, .375' rl MIN. m Z M ~ MIN. r SHEET4 MIN. '375" O ( J Z /--------------------- LU T Z W i m I LU �z 1 1 •� o_a � 4.000' 1 1 1 I Q J r ie- -:--- --- --I- 3.438" + 3.438' (1, --- F_ U Q p .250"- 2'X 4"X.25' I I I Z In N r MULLION I I 3.438' I I I, Z�Z co 6083-TB ALUM. I I Q ••per X-SECTION I I .375' 63 Z B $ IL ------_---I--- --------J -- -- L---------------------J _[MIN. w O `L Y 1 J W to L- STANDARD CLIP 2X5 ANGLE CLIP U 7 Q` -CLIP,6063-T8 ALUM. a 2 0 Q CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. SED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. O,E Z U) (n .250' WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW E i O y,Q SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. 6 o CL md' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE �•--� DIAMETER:ANCHOR DIAMETER+1116'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5-20 FOR THE ANCHOR O.C. 5.500' DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1/16'. 5,000" r�2.000'-•-� .375' 3.500"-moi CREATE F-CLIP, •375" ' I SEE DETAIL F. .375' MIN. r-SHEET4 MIN. MIN. .375' --------------- ------ --- -- -� r---------------------T I I I I I I I I I I I I eonVIyingwhAh th6 Flodde I I I I ding ODS I I I 1 1No /Frodu6l Detrol .250.02�1 6.000' -L-- -r-- --j 4.688' t 5.438' + -------I I I I 5.438' 5.438' I I j I-YNN/AI/,'//,i 2-X6"X.25' I I I `,�'�,.•'VICENSF'•.FP MULLION I I "i r IJo.58705 �t 8063-T6 ALUM. I - X-SECTION i I i I .375' 1 -------------- --------' , `- -- -- L---------------------J MIN. :•17 •.(�- .: Q-•- L_ TE OF STANDARD CLIP U-CLIP 2X5 ANGLE CLIP i�(C FLORID P.•'•\G,`C: 6063-T6 ALUM. 6083-T8 ALUM. 6003.76 ALUM. TOP VIEW USED FOR 2'X 6'MULLION,SHEET 17 TOPVIEW TOPVIEW A.LYNN MILLER,P.E. FL P.E.#56705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01•60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32"+32+1"=65".REFERENCING SHEET 25,THE COLUMN USING --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TAWS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. Q EAll'R.IA:L� IEE FROM TABLE 3A,SHEET 7,THE P X 2.75'X.375'MULLION(LENGTH o 72',OPENING WIDTH=70")MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD o o 0. DETAILS,SHEETS NOT BE SUITABLE FOR THIS APPLICATION. U 2J FROM TABLE 4A,SHEETS,THE 1'X 2.75"X.650*MULLION(LENGTH=72',OPENING WIDTH=70`)HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAYBE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION m LENGTH 2)USE TABLE 413 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 O I- 4 4 ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 685 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z fn N rc N SEE DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCITS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE ? ._ 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. rn IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.TH OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, W o 0 NO ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: DID m U) 32' 32' --I�MULL wIOTH 636 LBS (60 PSF)X( )=524.9 LBS (MAYBE USED TO QUALIFY#10 SYEEL SCREWS FROM TABLE 48) 7 OPENING WIDTH 72.7 PSF m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2-318'.THE OPENING REQUIRES A m m DESIGN PRESSURE OF+50.01-55.0 PSF. � v lZ Q ,d• FOR THE VERTICAL MULLION: z Q N o Z Z 1)INITIALLY ASSUMING THAT 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32"+72'+1'=105"AND THE OPENING WIDTH IS 36+36'+1"=73".REFERENCING SHEET 25, Q THE COLUMN USING RECTANGULAR LOADING SHALL BE USED-SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318'AND WILL J MOD o So EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. U) D.. FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108',OPENING WIDTH-80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF 0.' S MULL MOTH--If— AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. C) Q gO O FROM TABLE 12A,SHEET 18,THE 2"X 4"X.250'MULLION(LENGTH=.108•,OPENING WIDTH=80")HAS A DESIGN PRESSURE OF+/.64.7 PSF WHICH EXCEEDS THE REQUIREMENTS a o Z SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m O s.0 SEE DETAILS, 8 F 32, FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+2'=74',NOT 73'AS PREVIOUSLY PRO.".- pp.. RODUCTS 2a ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVALr �- , THE 73'DIMENSION(35-112'+35-112'+2'=73'). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICALCONCRETE HEADER AND SILL ARE 8•WIDE.IF THE MULLION CLIP W�RE TO BE CENTERED WITHIN THE 8,CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE, MULLION - USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. d DETAILS, DETAILE, OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: . HEIGHTBECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FORI RODUCT RBVISED HORIL MULLION TYPE COULD BE CHOSEN. �w111 lyhtg w' the Pbdda MULLION 72• 3undlog ode 1)THE MULLION LENGTH IS 36'AND THE OPENING HEIGHT IS 32•+72�+2•=106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE oceptmw No USED.FROM TABLE 12A,SHEET 16,THE 2-X 4°X.250'MULLION(Q LIE NGTH=42",OPENING HEIGHT=120•)HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP41CATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. f SEE DETAILS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' Nill3m1 aft Product Control SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8')CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 2-3 (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 515 I I!I l ANCHOR CAPACITY OF 521 LBS. \���ONH•LYNN•k14 i 38°,HORI �MULLIIIN.Tll L 36•,HORII L APACITY REQUIREMENT OF 521 LBS.THE MULL LENGTH 4)FOR THE U•CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR ` •�• 5,\GENSF •. CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR C `2• '•,lT OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. :• No.58705 5 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/-84.7 PSF FROM THE VERTICAL MULLION; +/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; :��'•, f ATE OF ./(/ +/•170.0 PSF FROM THE 38"HORIZONTAL MULLION ATTACHNGTO THE VERTICAL MULLION(INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/ PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •.,/OR10,. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ,'� SS�OnI�I-�? PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED 1N A.LYA WIIU111 � P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 m EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALITRIANGULAR LOADING: n PW I PW PW o�a I o2 = Lo 04 SHIDH SHIDH SHIDH SHIDH- PW PW O Nm W I Z 4 4 4 4 w W 00 / / W m O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I HINGED DOORO m I scD � Z £ LOADING OF VERTICAL MULLION w e W'.AVL' PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d o 7 Q Z N I H u N..o _ PW PW PW O ao .- ( - PW < o(A co SHIDH SHIDH - -- SHIDH SHIDH O O so 4 4 m0 / / I SHIDH I / LOADING OF VER TICAL MULLION WITHINTERSECTING DIN RIZON T L MULLIO SILON I PWPW HR I 1 - I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED I NOTES: RED DOOR PW _ PW ODUCT REVIS ,complying W"We Florida I i)DRAWINGS ARE ugding RERESENTATIONS OF TYPICAL cctiplen 0 j PW CONFIGURATIONS. PW - - CONFIGURATIONS NOT SHOWN MAYBE EXTRAPOLATED FROM 0 Z- 1p;0 / - — THOSESHOWN. 2)IF THE LOADING TYPE CANNOT PW Slv� I BE DETERMINED,USE ;,`t�.��.•• Lr� ••<<(c /� RECTANGULAR LOADING. :.'' VC SF •'•�Q PW PW 3)SEE PRODUCTS'APPROVAL FOR = "c Alo.58705 ACTUAL ANCHOR LOCATIONS. - LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION i r� �L!•,•G� �� f S : C � PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS '-✓ SGD � ATE F 1 - I I , S � LOADING OF VERTICAL LOADING OF HORIZONTAL �OI� L1L MULLION MULLION A. FL P.MIU6870 P.E. FL P.E.#58705 Florida Building Code Online Page 1 of 2 Businessh2 t! eProfession-al ' 1 1 r F�0ii rmentcf BCIS Home I Log In { User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search �; `Product Approval Professi .- I 3 USER:Public User Busines Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL261-R7 Application Type Revision Code Version 2010 Application Status Approved *Approved by DB PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-.CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 10/06/2014 Date Validated 10/08/2014 https://www.floridabuildina.orR/pr/pr app dtl.aspx?param=wGEVXQwtDquaucolwmuGt... 4/10/2015 Florida Building Code Online Page 2,of 2 Date Pending FBC Approval Date Approved 10/10/2014 Date Revised 03/31/2015 Summary of Products FL# Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R7 C CAC 13-0815.05.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2016 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL261 R7 II 13-0815.05.Ddf (NCA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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: on 'sceuritvmFTntcs http s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtD quaucoIwmuGt... 4/10/2015